1 Proposed elevated link up from Bonifacio Shrine, SM Manila

Transcription

Proposed elevated link up from Bonifacio Shrine, SM Manila, Manila City Hall,
Intramuros Manila to LRT Central Station with the use of Titanium Dioxide as
a Coating for Pavement as Reducing Agent for Air Pollutant
Project By:
Aquino, Jerome A.
Aquino, Renz Emmanuel G.
Gonzales, Vicente Jr. T.
Submitted to the School of Civil, Environmental and Geological
Engineering (SCEGE)
In Partial Fulfillment of the Requirements
For the Degree of Bachelor of Science in Civil Engineering
Mapua Institute of Technology
Manila City
January/2013
1
2
3
Executive Summary
This project generally aims to develop a convenient and secure transportation
of the students and other civilians located at Antonio Villegas Road in Manila City.
Various means of transportation converge at the aforementioned location, which
includes public utility vehicles, privately owned vehicles, and the LRT Central
Station. Considering the mass transportation system that will emerge on such location,
it will be of great advantage to develop a multi- modal transportation facility that
would provide the public transport sector a more reliable access to these different
transportation modes. Moreover, this study would pro mote a the sustainable growth of
the place by engaging into an environmentally and convenient compatible design of
the proposed structure using the proposed elevated link up by which pedestrians will
have a better way of transportation particularly from Victoria St. Intramuros Manila,
SM Manila, Manila City Hall and other establishments to LRT Central Station.
4
Table of Contents
Chapter 1
1
Introduction
Chapter 2 Presenting the Challenges
2-6
2
2.1 Problem Statement
2.2 Project Objective
2.3 Design Norms Considered
2.4 Major and Minor Areas of Civil Engineering
2.5 The Project Beneficiary
2.6 The Innovative Approach
2.7 The Research Component
2.8 The Design Component
2.9 Sustainable Development Concept
Chapter 3 Environmental Examination Report
2
3
3
3
3
3
4
5
6
7-15
3.1 Project Description
3.1.1 Project Rationale
3.1.2 Project Location
3.1.3 Project Information
3.1.4 Description of Project Phases
3.1.5 Pre-construction/Operational phase
3.1.6 Construction phase
3.1.7 Operational phase
3.1.8 Abandonment phase
7
7
8
8
8
9
9
9
3.2 Description of Environmental Setting and Receiving Environme nt
3.2.1 Physical Environment
3.2.2 Biological Environment
3.2.3 Socio-Cultural, Economic and Political Environment
3.2.4 Future Environmental Conditions without the Project
9
9
10
10
10
3.3 Impact Assessment and Mitigation
3.3.1 Summary Matrix of Predicted Environmental Issues/Impacts
and their Level of Significance at Various Stages of Development
3.3.2 Brief Discussion of Specific Significant Impacts on the Physical and
Biological Resources
3.3.3 Brief Discussion of Significant Socio-economic
Effects/Impacts of the Project
10
10
3.4 Environmental Manage ment Plan
3.4.1 Summary Matrix of Proposed Mitigation and Enhancement Measures,
Estimated Cost and Responsibilities
12
11
12
12
5
3.4.2 Brief Discussion of Mitigation and Enhancement Measures
3.4.3 Monitoring Plan
3.4.4 Institutional Responsibilities and Agreements
Chapter 4 Research Component
13
14
15
16-52
4.1 Abstract
4.2 Introduction
4.3 Review of Related Literature
4.3.1 Photocatalysis in Cementitious Materials
4.3.2 Foreign Study
4.3.3 Use of Titanium Dioxide in Pavement Applications
4.3.4 Total count of passersby
4.3.5 Highway Capacity
4.3.6 Daily Pedestrian Data
4.4 Methodology
4.5 Research Design
4.5.1 Survey Methodology
4.6 Survey Samples
4.6.1 Preliminary Survey
4.6.2 Traffic Count Survey
4.7 Structural Engineering
34
4.7.1 Introduction
34
4.7.2 Structural Model
35
4.7.3 Structural Design
35
4.7.4 StaadPro Model
36
4.7.5 Beam Design
4.7.6 Column Design
4.7.7 Slab Design
4.7.8 Foundation Design and Footing Detail
4.7.8.1 Introduction
4.7.8.2 Design Consideration
4.7.8.3 Code Specifications
4.8 Construction Engineering
43
4.8.1 Introduction
4.8.2 DPWH Design Parameters
4.8.3 Quality Test of Materials
4.8.4 Design Mix
16
16
17
17
18
19
20
20
21
24
25
25
25
25
28
36
38
40
41
41
41
41
43
44
46
52
6
Chapter 5 Detailed Engineering
62-71
5.1 Loads and Codes
5.1.1 Introduction
5.1.2 Dead Loads
5.1.3 Live Loads
5.1.4 Seismic Considerations
5.2 Wind Loads
5.3 Total Factored Load
5.4 Plan Set
5.4.1 Architectural Plan
5.4.1.1 Perspective View
5.4.1.2 Elevation plan
5.4.1 Framing Plan
5.4.2 Foundation Plan
Chapter 6 Budget Estimate
62
62
62
63
63
64
64
65
65
65
66
69
71
72-75
6.1 Bill of Quantities
Chapter 7 Project Schedule
72
76-85
Chapter 8 Promotional Material
86
Chapter 9 Summary and Conclusion
87
Chapter 10 Recommendation
88
Acknowledgement
References
Appendices
A. StaadPro Results
B. Actual Survey Forms
Article Type Paper
Assessment Sheet by Panel Members
Compilation of Assessment Forms
English Editor Assessment and Certificate
Consultation Table
Project Poster
Photos
Receipts
Other forms
Student Reflection
Member’s Resume
7
List of Tables, Illustrations, Charts or Graphs
Figures
Figure 1: The figure shows the location of the proposed structure
8
and its nearby streets.
Figure 2. Mechanism of Photocatalytic Reaction
17
Figure 3.Colorimeter readings
18
Figure 4. ¾ De-Pollution Test
19
Figure 5. Traffic Count Area
21
Figure 6. Representation or graph for the specified question
28
29
29
30
31
Figure 11. Sample Answered Survey
32
Figure 12. StaadPro Model
37
Figure 13. Typical Beam Design
38
Figure 14. Perspective View
65
Figure 15. Section Elevation
66
Figure 16. Section Side view
67
Figure 17. Section Top View (Stair Plan)
68
Figure 18. Roof Framing Plan
69
Figure 19. Footbridge Framing Plan (Beam and Column Designation)
70
Figure 20. Foundation Plan
71
Figure 21. (Screen shot of the project’s Walk through)
80
Tables
Table 3.3.1 Summary Matrix of Predicted Environmental Issues/Impacts
10
and their Level of Significance at Various Stages of Development
Table 3.4.1 Summary Matrix of Proposed Mitigation and Enhancement Measures
12
and Responsibilities
Table 3.4.3 Environmental Monitoring Plan Report
14
8
Table 4.3.5 Location and Population
20
Table 4.3.6.1 Day 1 Pedestrian Count (February 14, 2013)
22
22
23
23
Table 4.3.7.1Traffic Count Survey
28
Table 4.7.5 Schedule of Beams
36
Table 4.7.6 Column Schedule
38
Table 4.7.7 Slab Schedule
40
Table 4.7.8 Column Footing Schedule
42
Table 4.8.2.1 Preferred Water – Cement ratio and consistency of Mixture
44
Table 4.8.2.2 Aggregate Grading Requirements
44
Table 4.8.2.3 Grading Requirements for Fine Aggregate
45
Table 4.8.2.4 Grading of Coarse Aggregates
45
Table 4.8.2.5 Specification of Fine and Coarse Aggregate
45
Table 4.8.2.6Adjustment / Correction Factor in the Design of Concrete Mix
45
Table 4.8.2.7Adjustment of the above table for other conditions
46
Table 4.8.3.1 Data of Moisture Content
47
Table 4.8.3.2 Sieve Analysis for Coarse Aggregate
47
Table 4.8.3.3 Sieve Analysis for Fine Aggregate
48
Table 4.8.3.4 Data of Specific Gravity (Fine Aggregates)
48
Table 4.8.3.5 Data of Specific Gravity (Coarse Aggregate)
49
Table 4.8.3.7 Data of Absorption (Fine Aggregate)
49
Table 4.8.3.8 Data of Absorption (Coarse Aggregate)
50
Table 4.8.3.9 Data of Unit Weight (Fine and Coarse Aggregates)
50
Table 4.8.3.10 Data of Abrasion Test
51
Table 4.8.3.11 Results of Specification of Materials
51
Table 4.8.4.2 Adjustment of the above table for other conditions
52
53
Table 5.1.2 Dead Loads Considered
62
Table 5.1.3 Live Loads Considered
63
Table 5.1.4 Seismic Considerations
63
Table 5.2.5 Wind Load Consideration
64
9
Chapter 1
Introduction
An obtusely populated and accessible place with easy connection to main
transportation is the perfect location for business and trading. The establishment of
business will endure and lead to positive ways, to the development of the specified
road location or area, to the prevention of pollution which all result to a great
achievement within the boundary. In this case, Traffic System Management approach
is engage, it is a program that is used to increase the capacity of the State and Local
transportation systems by increasing the number of peak hour trips by improving the
existing mode of transportation nor creating a new one without major construction.
Based on the statistics of LRT Authority, the LRT Line 1 or known as Yellow
line has are 13-14 million ridership every month, with almost 400,000 on a daily
average and approximately 15,000 or more passengers that use LRT Central Station.
University of Manila has more than 14,000 employees and students, more than 15,000
employees and civilians in Manila City Hall and approximately 20,000 civilians and
employees who frequent SM Manila. Also, based from the evaluation, 15,000 or more
individuals go to SM Manila, Intramuros Manila and Manila City Hall from the
existing prime transportation which is the LRT Line 1 Central Station and vice versa.
One of the main problems encountered, especially in the front of Intramuros
Manila and the intersection between Antonio Villegas Road and NatividadAlmedaLopez Road, is the quick emerging of flood that causes traffic due to heavy rainfall. It
causes a great effect on time, money, health and security. To cushion the negative
impacts, a functional and efficient project is to create such innovative mode of
transport within the boundary of Intramuros Manila, Antonio Villegas Road and
NatividadAlmeda-Lopez Road, which is the Elevated link-up from SM Manila,
Manila City Hall, Intramuros Manila and LRT Line 1 Central Station. Moreover, this
project would be applying Green Engineering to downsize the problem in the
surroundings most probably the environment for the future generations.
10
Chapter 2
Presenting the Challenges
2.1 Problem Statement
The Antonio Villegas Road Manila was developed for academic, business and
local government purposes such as the University of Manila, Manila City Hall and
SM Manila. Intramuros Manila also has this academic and private establishment such
as the Mapua Institute of Technology, Lyceum University of the Philippines,
Pamantasanng Lungsodng Maynila, The Manila Bulletin and other private
establishments. It has a large number of populations specifically students and
employees. One of the main concerns of the civilians from the specified road is the
quick flooding within Antonio Villegas Road. Another concern is the progression of
safety within the pedestrian due to the pedicabs, private and public vehicles and from
people with evil within purposes that passes through the specified area. If no
particular transportation system is employed within the area, this large population that
would lead to delay of time results to lost of money, safety precautions,undedicated
loading and unloading zones of public utility vehicles, and pollution of the
environment.
2.2 Project Objective
 Main objective
To provide an alternative and effective link-up transportation
that solves the scarcity issues on transportation traffic flow.
 Other objectives
Safety and security among pedestrian along Antonio Villegas
Road and Natividad Alveda-Lopez Road
To prevent the passersby from flood during rainy season
To avoid human traffic
11
2.3 Design Norms Considered
The standards for the design of this project proposal offer a sustainable,
convenient and functional structure that will benefit a lot of pedestrians along this
area. This project intends to develop a transportation facilitythat would contribute to a
convenient and efficient travel. Alarming changes in our environment also provokes
the evolution of green engineering designs that will help eliminate these problems and
also as a contribution of social responsibility to our environment.
2.4 Major and Minor Civil Engineering Fields
This proposed project would concentrate on three allied areas of Civil
Engineering, namely, transportation engineering, structural engineering and
construction engineering. This proposed project will be mostly based on the
application technology and inclusion of Traffic System Management of transportation
engineering for the analysis, planning, design and management of the proposed linkup transportation. After the principles applied from transportation engineering, design
of the structure plays a vital role in the analysis and implementation of various
construction systems. Since this proposed project would be applying new material to
improve this structure, construction engineering would be a great aid to the
implementation of this sustainable concept, which also provides healthy air for the
human habitation and remediates pollution within the specified area.
2.5 Beneficiary
Engr. Romeo Cueto and Engr. Susan Redillas will be the representatives of the
Local Government of Manila as the main beneficiary of our proposed project. This
will present and suggest them a multi- functional design of an elevated link-up located
at Victoria St. Intramuros Manila to Antonio Villegas Road, which will be associated
with various establishments particularly the SM Manila, LRT Central Station and also
the Manila City Hall.
2.6 Innovative Approach
In modeling, conceptualizing and designing the proposed project, highly
sophisticated technical software’s will be employed such as:
a.) STAADPro (Structural Analysis And Design computer program)
12
This program facilitates in the analysis and design of all of the structural
components of any engineering structure.
b.) AutoCAD (Computer – Aided Drafting)
This program aids tolayout and model architectural plans of the project either
in 2-Dimensional or 3-Dimensinal format.
c.) Google Sketch-Up
This program is relatively similar to AutoCAD in terms of laying out any
structure plans.
d.) Traffic System Management
This program forecasts the impacts of alternative land use scenarios and/or
transportation networks on public transit systems.
2.7 Research Component
The proposed project will monitor the volume of people that will use the
elevated link- up. Also, the materials to be used for this kind of structures most
consider especially titanium dioxide so that the structure can help in preventing
pollution. In addition, the transportation facilities within Intramuros Manila and
Antonio Villegas Road Manila must consider so that the elevated link-up can have
accurate elevation before construction.
2.7.1 Conceptual Framework
INPUT
 Volume of
passersby in
the location
 Materials to
be needed
 Cement
 Titanium
Dioxide
 Specifications:
ASTM &
ACI
PROCESS
 Design
Component of the
Project
 Estimation of the
Project
 Quality test
-Cement
-Specificgravity
 Concrete mix
design
 Mixing of
materials.
 TiO2 mixing ratio
on the concrete
 Evaluation
OUTPUT
 Efficient
and safe
travel for
pedestrians
13
2.8 Design Component
For future construction of this project, several design components must be
distinguished such as:
a.) Superstructure
This will feature the design of reinforced slab, and plantation green
engineering of the structure.
 Elevation of the Proposed Project
Vertical Clearance = 4.2m above the ground level
Horizontal Distance = approximately 13m from SM Manila to
Manila City Hall, 40m from Manila City
Hall to LRT Central Station and 80m
from the side of Manila City Hall to
Intramuros Manila (entrance)
Offset Distance = 4 -5m Parallel to LRT Railway
 Specification of Concrete Mix
 ASTM C114-11b (Standard Test Methods for Chemical
Analysis of Hydraulic Cement)
 ASTM C128 (test method for specific gravity and
absorption of fine aggregates)
 ASTM C127 (test method for specific gravity and
absorption of coarse aggregates)
 ASTM C566(total moisture content of aggregates)
 ASTM C29/C29M (test method for unit weight of
aggregates)
 ASTM C535 (test method for resistance to degradation
of coarse aggregates by abrasion and impact in the los
Angeles machine)
 ASTM C172(test method of slump of hydraulic cement
concrete practice for sampling freshly mixed concrete)
 DPWH-BRS standards and specification for the design
mix of concrete.
14
b.) Cost Effect Analysis
 Based on Cemex Industry Philippines the retailed price
for 40kg cement with titanium dioxide for coating s
P190.
 The estimated cost of the project will depend after the
design of the proposed project.
 Approximate capital for the project is P4,000,000,
based from the per square meter cost (P20,000).
c.) Substructure
This will cover the design of footing and foundation that depends on
the results of soil investigation.
d.) Traffic Impact Assessment
Identifies and analyzes the transport and traffic impacts of a
developmental establishment or project, traffic impact of a proposal is vital to
enable planning decisions to be based upon the principles of sustainable
development of the project. Reliable transportation of impact must see for the
assessment of the project.
2.9 Sustainable Development
As the designers of this proposed project, we also consider the environment
condition and our responsibility for the society, which pertains to the massive air
pollutants along Victoria St. Intramuros Manila and the intersection between Antonio
Villegas Road Manila and Natividad Almeda Lopez Road Manila. Aside from
proposing a elevated Link-up model that will lessen disturbance of public utility
vehicles and illegal vendors along the walk way in Antonio Villegas Road Manila and
Natividad Almeda Lopez Road Manila, this project will also apply the conceptual
design of green engineering by using titanium dioxide as additives on the materials in
the construction of the elevated link-up in the specified location.
15
Chapter 3
Environmental Examination Report
3.1.1 Project Rationale
Transportation is one of the most important systemsfor the development and
growth of the economy of a country. In our country setting, the emerging number of
employee, civilians, lack management of transportation systems, and poor individual
discipline have put our transportation system to a stage of disorientation. The
dramatic increase of number of population on a particular area can be associated with
the existence of an efficient and reliable transport mode or facility. Our transportation
system had been long-term problem because of the dramatic growth of our population
rather than an assets system to our country. To redeem the real significance of
transportation modes and facilities, some engineering solutions can be done to solve
the problem. Transportation systems need re-organization and strict policies must
apply.
To do this reform, we have conducted a study to create an engineering
solution of design, which will not co mpletely improve the existing system of
transportation complex, but as well as create a systematic transport operating
approach. In addition, since transportation system is one of the major causes of
environmental degradation, application of titanium dioxide additive that would lessen
the air pollution impacts on the environment is necessary.
3.1.2 Project Location
This proposed project would be located at Victoria St. Intramuros Manila to
Antonio Villegas Road and Natividad Almeda-Lopez Road. This location is parallel
to Padre Burgos Street.
16
Project
Location
Figure 1: The figure shows the location of the proposed structure and its nearby
streets.
3.1.3 Project Information
The proposed integrated path way will be elevated link-up that will connect
Intramuros to SM Manila, Manila City Hall and LRT Central Station to each other.
This elevated link- up will pass down to LRT rail way. Also, this elevated link-up will
be using a special kind of additives to improve the structure and to contribute to the
environment as a green building material to lessen environment problem.
3.1.4 Description of Project Phases
3.1.5 Pre-Construction/Operational Aspect
a. Planning
b. Designing
c. Site Surveying
d. Project Cost Estimation
17
e. Bidding (Selection of Contractor)
f. Construction Planning and Management
3.1.6 Construction Aspect
This phaseaccord with the actual procedures required for the exertion and
completion of the project.
a.
b.
c.
d.
Site Preparation
Excavation and Foundation
Installation of Structural Components
Finishing
3.1.7 Operational Aspect
This phase falls after the full construction of the structure for operation. The
structure is regularly inspected for its sustainability and to identify any flaws that will
be subjected to appropriate improvements.
a. Infrastructure’s Continuous Monitoring
b. Maintenance and Repair
c. Monitoring of Volume Capacity
3.1.8 Abandonment Phase
This phase deals on the removal of the waste produced by this project and the
recovery of the areas that have been disturbed by the construction. Also, all the
equipment used must be pulled out.
a. General Clearing andRemoval of Wastes from the Specified Site Area
b. Pull out of Equipment Used
3.2 Description of Environment Setting and Receiving Environment
3.2.1 Physical Environment
The proposed project site is located along Victoria St. Intramuros Manila to
Antonio Villegas Road in Manila City. It is classified as for business and
18
governmentuse. Business and government establishments particularly the Manila City
Hall, SM Manila, and LRT railways bound the area.
3.2.2 Biological Environment
Since the proposed project site is a developed area, plantation of plants and
grass will be limited with the use of plant box in every column. The population of
typical insects and domestic pets is limited within this area because of the existence
ofvehicles and the number of people that passes through this area.
3.2.3 Socio-Cultural, Economic and Political Environment
The location is a highly urbanized and populated area that is being utilized by
different pedestrians. Business and government transactions can be remarkably
observed within this area. The alarminginformation within this area is the unsafe of
the pedestrians from vehicles and from people with malicious intentions.
3.2.4 Future Environmental Conditions without the Project
Without the existence of the proposed project, the existing transportation and
other public utilities will remain unorganized and unsafe. There will be no further
developments in terms of infrastructures and systems of transportation with both the
pedestrians and the vehicles within this area. Moreover, the area would most likely no
longer be capable of accommodating larger number of commuting population during
rainy season because of quick emerge of flood within the area. With this p roblem, it
will lead to traffic problems
.
3.3 Impact Assessments and Mitigation
3.3.1 Summary Matrix of Predicted Environmental Issues/Impacts and their
Level of Significance at Various Stages of Development
Predicted Environmental Issues/Impacts
Population Density
Traffic Flow
Aesthetic Human Interest
Level Of Significance
High Impact
High Impact
Moderate Impact
19
Noise Generation
Air Quality
Flora and Fauna
Moderate Impact
Low Impact
No Impact
Table 3.3.1 Summary Matrix of Predicted Environmental Issues/Impacts and their
Level of Significance at Various Stages of Development
3.3.2 Brief Discussion of Specific Significant Impacts on the Physical and
Biological Resources
Population Density
The proposed project will develop a large effect on the existing population
since the project location is a densely populated area from various
establishments within the location.
Traffic Flow
The traffic flow disturbances and diversions if necessary will occur since the
vicinity of the proposed project is bounded by converging roads and highways
with a considerable volume of vehicles passing through the area.
Aesthetic Human Interest
The construction stage of the proposed project would have a moderate effect
on the persons seeing the site. The construction of any structure generally
appears to be blotchy and unorganized that will accord a less pleasing
appearance for the people.
Noise Generation
The noise generated by heavy machineries and equipment would be
considerably disturbing to the nearby estab lishments and people around the
area. Even if the project would not be an enormous and complicated
construction, there will be noise that will be formed not only from
construction but also from traffic noise that will emerge.
Air Quality
The proposed project will not propagate air contaminants or harmful
substances; hence there would be no significant effect on the air quality.
Flora and Fauna
This project proposal will be construct in an urbanized area so there will be no
wildlife nor indigenous plant that can be found in the proposed project site;
therefore, the project will absolutely no effect on such animal and plant life.
20
3.3.3
Brief Discussion of Significant Socio-economic Effects/Impacts of the
Project
Demography
The project would allure people to use this facility because of its convenience
and security that will offer to the people and thus, this would lead to a
remarkable increase in the number of pedestrians that will use this structure.
Business Growth
The project will prevent delay of time of the people; hence, it will help our
economic aspects to grow. Delay of time means delay of profit not only for the
people but also to business aspects.
3.4 Environmental Management Plan
3.4.1 Summary Matrix of Proposed Mitigation and Enhancement Measures,
Estimated Cost and Responsibilities
Impacts
Objectives
Mitigation
Responsibilities
Air Quality
To ensure that air
pollutants
and
dust particles are
being contained
and don’t cause
an environmental
and human health
problem .
To protect the
amenity of nearby
establishments
from noise factor
resulting from the
construction
of
the project.
Dust
Control
Plan;
Wear mask for
laborers;
(Optional)
Contractor
Proper selection
of equipment
Contractor
Noise Pollution
Aesthetic Human
Interest
To provide an Make the outside
efficient
of
workplace
transportation.
clean and pleasing
Contractor
21
Population Density
Traffic Density
Ensure
safety Secured
a
precautions within perimeter for the
the construction project;
of the project to
avoid accidents
To
prevent
stationary
movement of the
vehicles along the
perimeter of the
project.
Signs and caution
signs must be
present to avoid
accidents outside
the project.
Contractor
Contractor
Table 3.4.1 Summary Matrix of Proposed Mitigation and Enhancement Measures and
Responsibilities
3.4.2 Brief Discussion of Mitigation and Enhancement Measures
The following Mitigation and Enhancement Measures are the commonly seen in
the construction sites. For every impact, mitigation must be used to prevent further
impacts to the nearby citizens:
1. Air quality - the dust from the materials and the small dust particles from the
emission of the equipment and from the excavation of the site is a risk for the
human health that must be prevent. Mitigation measure focuseson laborers that
they must wear a mask to prevent polluted and hazardous dust from entering
the human body.
2. Noise Pollution - various equipment and machineries are present during
construction. The selection of the machineries and a weekly maintenance is
necessary to prevent defective equipment that produces unnecessary noises.
3. Aesthetics - the perimeter of the site must be organized and must maintain
cleanliness during construction.
4. Traffic density–during construction especially about transportation, emerging
of traffic cannot be diverted. Traffic signboards and precautions is a must for
the safety of both pedestrians and vehicle owners. Alternative routes for the
vehicles are also necessary to control traffic.
5. Population density – the perimeter of the site must be secured. Ensuring the
safety of the civilians is a duty.
22
3.4.3 Monitoring Plan
In this phase of construction, a person will be assigned to make sure that the
monitoring of each mitigation and enhancement measures must be followed to ensure
the safety within the completion of the construction
Issue and Comment
1.
Have you described the proposed/existing development in
full and included plans showing the location of the
proposed/existing development and surrounding environment
(land uses/features)?
Description of proposed activities
Ownership details of proposed land area
Bushland areas, other system areas and reserves
Wetlands and waterways (eg. declared waterways, etc)
2
Yes, No or
Not
Applicable
Priority surface and groundwater protection areas (eg. public
drinking water sources and other declared areas)
Any existing site contamination or details of previous land
uses, which mayhave contaminated the soil or water
resources.
A layout of the proposed/existing development on a site plan
with the current topography including contour lines and
catchment boundary areas, adjacent areas including creeks
and buildings; the location of permanent stormwater inlets,
pipes, outlets, and other permanent drainage facilities; current
vegetation on site and vegetation to be removed from the site;
and detailed alterations to existing land structures.
Have you addressed relevant issues from the following list
and identified control measures to address environmental
impacts?
a. Air
b. Particulates/dust
c. Odour
d. Noise/vibration
e. Surface water
f. Groundwater
g. Wastewater reuse
h. Solid and liquid waste
i. Special waste (medical, radioactive, chemical)
j. Scheduled wastes
k. Hazardous materials
l. Resource storage
m. Pest control
n. Household chemicals
Yes
Yes
Yes
Not
Applicable
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
No
No
23
3
4
o. Compressed/liquid gas
p. Underground/above ground fuel storage tanks
q. Discharges to land
r. Discharges to surface water
s. Discharges to groundwater
Have you addressed onsite water usage? for example
a. Irrigation
b. Laundry
c. Swimming pools
d. Cleaning
e. Drinking
Have you provided the following information?
a. Operating hours
b. Timescale for completion of construction works
c. Planned timelines for construction and operation
d. Risk assessment
e. Environmental Protection measures required
f. Company contact details including 24-hour
emergency phone number
Table 3.4.3 Environmental Monitoring Plan Report
No
No
Yes
Yes
Yes
No
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
3.4.4 Institutional Responsibilities and Agreements
For institutional responsibilities and agreements of this project, we are to
comply with the requirements of the local government of Manila City in building a
structure located along the Antonio Villegas Road. The continuous consultation with
the Manila City Hall and the Department of Transportation and Community (DOTC)
will be needed for designing and constructing our proposed alternative transportation
facility. All codes from the National Structure Code of the Philippines and National
Building Code will be complied.
24
Chapter 4
Research Component
4.1 Abstract
Nowadays, flood is the main problem of the society. As an engineer student,
we came up with a technical solution for this kind of problem and it is called link- up.
Link up is an elevated pathway that connects establishments one-way to another for
convenience and safety purposes. In addition, link-up is just like an overpass. The
main concern of this project is to avoid the heavy traffic and to offer comfort,
convenience, and safety for the passersby.A brief background, the first link up in the
Philippine is the link up of the SM City North Edsa Mall going to Trinoma, passing
thru across the North Avenue. The design of our project is similar to the SM North –
Trinoma Bridge. Unlike to this bridge, we will add titanium dioxide as an additive in
our concrete. Titanium dioxide helps our environment to lessen the air pollution.
Due to our climate changes, the increase of flood in our environment affects
the living and business of one anotherspecially students. This project will accord data
and anticipate to the link up reviews to visualize the existing link up as well as the
future scenario and problems that will occur.
Lastly, this proposed elevated link up would be located along Victoria St.
Intramuros Manila to Antonio Villegas Rd. In addition, this link up will connect
Manila City Hall and SM Manila to LRT Central Station.
4.2 Introduction
The proposedproject focuses on thealternative and effective link- up
transportation that solves the scarcity issues on transportation traffic flow
disturbances and safety precautions caused by private and public utility vehicles. This
proposed link up will govern along Victoria St. Intramuros Manila to Antonio
Villegas Road. Manila. This proposed project had made consultations with the City of
25
Engineers and with the given details of the Designing Division of Manila City Hall.
From the information that we gathered, a proposed link up will develop the comfort,
convenience, and safety of the passersby. The proposed link up is to make
transportation located in Antonio Villegas Road Manila connecting University of
Manila, Manila City Hall and SM Manila. Thus, this proposed link- upwould use
titanium dioxide as an additive for concrete to induce air pollution.
4.3 Review of Literature
4.3.1 PhotocatalysisinCementitious Materials
This study shows the different experimental and laboratory testing to confirm
photocatalysis in cementitious materials. (L. Cassar)- CTG Italcementi Group, ItalyNICOM’2 (Bilbao, 13-16 November 2005 )A new and innovative approach to the
material science has demonstrated that photocatalytic activity may be conferred to
cementitious construction materials such as paints, mortars, concrete, roads etc.
This has been confirmed by the results obtained in the generalized use of self–
cleaning surfaces that allow buildings to maintain their aesthetic appearance unaltered
over time.
In parallel, the capability of photocatalysis in cementitious materials to reduce
the levels of urban pollution has been proved in laboratory, in the field and in an
experimental site properly adjusted (“Canyon Street”).
One of the most important element which permitted obtaining such results is
the use of nanostructured TiO2 dispersed in the cementitiousmatrix.Several examples
of nanometric TiO2 behavior in cementitious composition and their activity are
shown in the present work.
Figure 2.Mechanism of Photocatalytic Reaction
26
4.3.2 Foreign Study
PICADA project (Photocatalytic Innovative Coverings Applications for
Depollution Assessment), part of the European "Competitive and Sustainable
Growth" research program, certify that photocatalytic cement building materials and
coverings absorb and eliminate from 20 to 80% of air pollutants, depending on
atmospheric conditions and the level of sunlight that triggers photocatalysis. The
recently completed PICADA project, which began in 2002, was a joint effort
involving a number of European private and public bodies and the continent's leading
research centers. "Architects and materials for the cities of the future", a conference
organized as part of the "Italcementi day" at the 10.International Architecture
Biennale in Venice, provided an insight, in the form of the results of the PICADA
project, into the way photoactive cements can help improve the quality of urban life.
The project researchers conducted laboratory and full scale tests to determine
the ability of varying strengths of titanium dioxide to remove pollutants (NOx and
aromatic compounds), and consequently assess the substance’s potential for use in
building constructions materials, the EU researchers have certified that the new
materials offer a significant contribution to reduction of air pollutants.
In addition, PICADA developed testing procedures used to measure the
performance of concrete products produced with p hotocatalytic cements. ¾ SelfCleaning Test – after the initial reference color is determined by a standard L*a*b*
colorimeter measuring device, a rhodamine dye is painted over the surface of a
concrete panel/piece that is produced with photocatalytic ceme nt. The concrete panel
is subjected to 24 hours of ultra-violet light with the correct power and wavelength.
Subsequent colorimeter readings are taken periodically. Below is a graph that
represents a common result.
Figure 3.Colorimeter readings
27
¾ De-pollution Test - Effectiveness against nitrogen oxides (NOx) is assessed
in a chamber of known volume into which NOx is first blown and then diluted with
air to achieve a preset concentration of pollutant, typically 200ppb. The chamber
contains a UV lamp, the light source, and a test specimen of known surface area
produced with photocatalytic cement. The amount of time is determined that will
eliminate all of the pollutant. Below is a graph that represents a common result.
Figure 4.¾ De-Pollution Test
4.3.3 Use of Titanium Dioxide in Pavement Applications
Available titanium dioxide technologies have been mostly directed towards
concrete pavements in which a fine mixture consisting of cement, sand, TiO2, and
water is applied as a thin surface coating or slurry. An asphalt pavement that is
covered with a thin coating as it is proposed for concrete pavement may negatively
affect the surface texture characteristics resulting in hazardous driving conditions. A
recent study attempted to apply the photocatalytic compound as part of a water-based
emulsion in Italy.
Two application methods, referred to as hot and cold method, evaluated the
spraying of the emulsion during asphalt paving laying operations when the pavement
temperature is over 100°C and on existing pavements at ambient TRB 2011 Annual
Meeting Paper revised from original submittal.Hassan, Mohammad, Cooper, and
Dylla 4temperatures. The mixing of TiO2 with an asphalt binder at a 6% content of
the binder weight was recently attempted in China and was used in the construction of
an open- graded friction course. Evaluation presented in this study showed that a
maximum efficiency in removing nitrogen oxide of 40% was achieved. A more
efficient approach may be achieved by concentrating the photocatalytic compound at
the pavement surface.
28
4.3.4Total count of passersby
Total count of passersby refers to the population of each establishment and to
the number of people who passes by around the specified location of the proposed
project. This also pertains on number of people that has purpose or passes by on a
certain establishment.
Location and population
Establishments
1. SM Manila
Estimated Population
(per day)
35,000
2. Manila City Hall
45,000
3. University of Manila
4. Lrt Central Station (number of
people who use the station)
5. Philippines Veterans Offices
30,000
6. YMCA
1,350
7. Bayleaf
3,680
8. Mapua Institute of Technology
15,000
9. Lycuem of the Philippines
20,000
10. PamantasangLungsodngMaynila
20,000
11. Manila Bulletin Building
4,235
12. Quinrino High School
13,350
13. Bonifacio Shrine (Commuters)
3,500
33,450
3,400
Table 4.3.5 Location and Population
4.3.5 Highway Capacity
With the usage of new footbridge or elevated link up can be identified as
traffic assignment models with input from origin destination surveys conducted at the
roadside to provide spatial traffic volumes between zonial pairs. Based on so called
desired lines between zones, traffic can be assigned in different alternative routes tha t
can be implying through capacity constraint models. Thus, Traffic Impact Assessment
can help to be a guideline for the planning stages of the projects, including site
selection. This would assist in the preparation of a more responsive and cost effective
site plan. In pertaining for human traffic, the threshold may be taken 100 new human
trips during the A.M. or P.M. peak hour as generated by the project. The project can
impact a congested site or having comfort ability and convenient access and safety
issues area of concern.
29
Also with the elevated link- up, it can provide interconnected transportation
system to ensure the mobility of people and goods. In order to achieve those
objectives, the designers must determine of the proposed project will improved and
satisfy the future needs by comparing the forecast directional hourly volume with the
traffic handling capacity of an improved facility.
4.3.6 Daily Pedestrian Data
The researchers collected some on street actual pedestrian count data in 3 days
from the specified location of the project.. Also we able to visualize on what average
volume of people will use our proposed project and what maximum capacity of our
proposed project can carry.
Fig 5. Traffic Count Area
30
TIME
A
B
C
D
TOTAL
0600-0700
30
40
36
20
126
0700-0800
50
45
36
57
188
0800-0900
45
51
34
37
167
0900-1000
60
65
35
45
205
1000-1100
65
75
46
58
244
1100-1200
75
71
62
67
275
1200-1300
75
81
40
59
255
TOTAL (AM)
400
428
289
343
1460
1300-1400
94
120
45
75
334
1400-1500
110
150
75
81
416
1500-1600
101
180
86
98
465
1600-1700
233
310
115
186
844
1700-1800
266
344
197
174
981
1800-1900
310
355
175
186
1026
1900-2000
350
346
255
346
1297
TOTAL (PM)
1464
1805
948
1146
5363
Grand Total
1864
2233
1237
1489
6823
TIME
A
B
C
D
TOTAL
0600-0700
45
45
89
37
216
0700-0800
58
78
88
67
291
0800-0900
59
67
69
67
262
0900-1000
71
78
45
75
269
1000-1100
65
75
46
58
244
1100-1200
65
91
62
87
305
1200-1300
65
110
70
99
344
TOTAL (AM)
428
544
469
490
1931
1300-1400
124
130
89
115
458
1400-1500
151
189
145
136
621
1500-1600
195
205
186
210
796
1600-1700
289
370
215
286
1160
1700-1800
366
394
297
374
1431
1800-1900
410
455
375
286
1526
1900-2000
455
546
555
546
2102
TOTAL (PM)
1990
2289
1862
1953
8094
Grand Total
2418
2833
2331
2443
10025
31
TIME
A
B
C
D
TOTAL
0600-0700
47
41
50
81
219
0700-0800
65
67
53
45
230
0800-0900
61
73
56
52
242
0900-1000
41
77
41
65
224
1000-1100
75
65
66
32
238
1100-1200
43
35
54
52
184
1200-1300
32
51
43
44
170
TOTAL (AM)
364
409
363
371
1507
1300-1400
128
125
51
125
429
1400-1500
145
165
132
123
565
1500-1600
183
215
145
201
744
1600-1700
273
355
222
254
1104
1700-1800
345
384
281
342
1352
1800-1900
420
468
354
256
1498
1900-2000
427
521
532
564
2044
TOTAL (PM)
1921
2233
1717
1865
7736
Grand Total
2285
2642
2080
2236
9243
TIME
A
B
C
D
TOTAL
0600-0700
47
41
50
81
219
0700-0800
65
67
53
45
230
0800-0900
61
73
56
52
242
0900-1000
41
77
41
65
224
1000-1100
75
65
66
32
238
1100-1200
43
35
54
52
184
1200-1300
32
51
43
44
170
TOTAL (AM)
364
409
363
371
1507
1300-1400
128
125
51
125
429
1400-1500
145
165
132
123
565
1500-1600
183
215
145
201
744
1600-1700
273
355
222
254
1104
1700-1800
345
384
281
342
1352
1800-1900
420
468
354
256
1498
1900-2000
427
521
532
564
2044
TOTAL (PM)
1921
2233
1717
1865
7736
Grand Total
2285
2642
2080
2236
9243
32
4.4 Methodological Framework
33
4.5 Research Design
The research design is basically quantitative. It involves many ratio levels
and continuous data with a little qualitative analysis as well. The pedestrian survey
among building administrators and establishment served as the main data collection
strategy for this study. The data underwent frequency distribution, cross tabulation,
and descriptive analyses, and establishing relationships for the different variables to
model the human traffic involve for the project.
4.5.1 Survey Methodology
The main data to be used by the researchers was a parking occupancy survey.
The survey form was designed to get the necessary data to ensure an efficient and
systematic approach in doing this study.
4.6 Survey Samples
4.6.1 Preliminary Survey
A total number of 60 surveys were conducted with different respondents
consisting of students, employees and tourist were most of the respondents are
students from different institutions most likely Mapua, University of Manila, and
PamantasangLungsodngMaynila. The survey was taken randomly in different areas
within Manila City Hall, Lrt station and in the gate of Intramuros (Victoria Street).
34
Sample Survey Form
MAPUA INSTITUTE OF
TECHNOLOGY
School of Civil Engineering,
EnvironmentalSanitaryEngineering and
Geological Engineering
Dear Respondents,
Greetings!
We are currently conducting a survey regarding the usage of Antonio Villegas
Street as an access in going to your point of destination. Kindly fill up this form
and return it back to the researchers. Thank you for your kind cooperation.
***************************************************************************
SURVEY FORM
PART I. Demographic Profile
Name: ________________________________________ (Optional)
Address:
___________________________________________________________
Gender:_______
Age:_______
Occupation: ________________
Monthly Income: ___________
35
1. Are you using Antonio Villegas
Road and Natividad Road?
4. What are the problems that
you encounter in passing
Antonio Villegas Road?
Yes
No
___Traffic Congestion
___ Crowding
___ Flooding
2. What is your purpose in
passing
Antonio
Villegas
Road?
___Hot Temperature
___ Pickpockets
___ Others
___ to go to school
___ to reach LRT station
___ to Mall
5. Do you want improvement of
your walking to Antonio
Villegas Road?
___ to go home
___ others
Yes
No
3. How do you feel when crossing
along Antonio Villegas Road
and NatividadRoad ? (Please
Rank your answer)
___ Safety
6. Do you prefer having an
Elevated Link Up?
Yes
No
___ Security
___ Convenience
___ Comfort
___ Accessibility
******************************
******Thank
you
for
your
Cooperation!
___ Fast
___ Others
36
4.6.2 Traffic Count Survey
Having 60 respondents from the said location of the proposed project, the
survey was conducted February 12, 2013, gathering all the information the result and
interpretation of each questions are the following:
Table 4.3.7.1
Are you using Antonio Villegas road and Natividad Road?
Yes
56
No
4
7%
yes
no
93%
Figure 12.0. Representation or graph for the specified question
In this representation, it is obvious that majority of our respondents use
Antonio-Villegas Road and Natividad Road. Out of 60 respondents, only 4 are not
using the specified road for the location of our proposed elevated Link Up.
Table 4.3.7.2
What is your purpose in passing Antonio Villegas Road?
to go to school
37
to reach Lrt Station
26
to mall
32
to go home
14
Others
17
37
14%
29%
11%
to go to school
to reach Lrt Station
to mall
to go home
others
25%
21%
In this graph, you can visualize that most of our respondents use the Antonio
Villegas Road and NatividadAlmeda-Lopez Road for their purpose to go to school
and next is to go to mall followed by to reach Lrt station and last is to go home.
Table 4.3.7.3
Do you want improvement of your walking to Antonio Villegas Road?
Yes
59
No
1
2%
yes
no
98%
38
In this pie graph it is obviously that people who using Antonio Villegas Road
wants improvement in this road. Due to this, it will imply to the various problems
encountered in the specified location of our project.
Table 4.3.7.4
Do you prefer having an Elevated Ling Up?
Yes
51
No
9
15%
yes
no
85%
This graph shows that most of the people using the road prefer having an
elevated link up. But some of the correspondent neglects in having an elevated link
up. This only says that an improvement of human traffic flow is needed in the
location.
39
Table 4.3.7.5
What are the problems that you encounter in passing Antonio Villegas road?
Traffic Congestion
30
Crowding
28
Flooding
41
Hot Temperature
26
Pickpockets
9
Others
3
2%
7%
22%
Traffic Congestion
Crowding
19%
Flooding
Hot temperatue
20%
Picpockets
Others
30%
As plotted in the graph, we can say that the major problem in crossing Antonio
Villegas Street is flooding. Follow by traffic congestion and crowding. Hot
temperature is at the 4th place and pickpocket at the 5th place and some say other
problem not listed in the choices.
Majority of the respondents think that the elevated link- up will help to
resolved the problems encountered by the passersby or pedestrians crossing along
Victoria St. to Antonio Villegas Road and NatividadAlmeda Lopez Road. The said
results will became the basis for a need of elevated link- up structure that can satisfy
the needs of the community, especially the students and employees.
40
Sample Answer Survey
Figure 10.Sample Answered Survey
41
42
CHAPTER 5
Detail Engineering
5.1 Loads and Codes
5.1.1 Introduction
The assumptions, analysis and design of the proposed elevated link- up
structure conform to the code provisions of the National Structural Code of the
Philippines 2010 for Volume 1: For Buildings and other vertical Structures and the
National Building Code of the Philippines
5.1.2 Dead Loads
Dead loads are loads that do not change position and magnitude throughout
the life span of the structure. Self weight and other permanent loads under the
National Structural Code of the Philippines 2010 shall be considered in this section.
As per National Structural Code of the Philippines 2010 Minimum Design Loads
from Section 204, the following Dead Loads are considered:
Component
Roofing
Table 5.1.2 Dead Loads Considered
ELEVATED LINK UP
Material
Gypsum Sheathing, 13mm
(Insulation , roof boards per mm thickness)
Fibrous Glass
Urethane Foam with Skin
Floor Finishes
Copper or Tin
Cement finish (25mm) on stone concrete fill
TOTAL
Load,
kPa
0.10
0.002
1
0.000
9
0.05
1.53
1.683
43
5.1.3 Live Loads
These are loads that may change in magnitude, the intensity of live loads
depends on the type of occupancy of the structures. As per National Structural Code of
the Philippines Minimum Design Loads from Section 205, the following Live Loads
are assumed:
Area
Roofing
Table 5.1.3 Live Loads Considered
ELEVATED LINK UP
Component
Flat or rises less than 4 units vertical in 12 units horizontal
(33.3% slope).
Arch and domes with rise less than one-eighth of span
Pedestrian bridges and walkways
SUBTOTAL
Load,
kPa
0.6
4.8
5.4
5.1.4 Seismic Considerations
To ensure the safety of the structure, we follow earthquake provisions in the
design process of the structure.As per National Structural Code of the Philippines
2012 Earthquake Load from Section 208, the following Seismic Profile is considered:
Table 5.1.4 Seismic Considerations
CONSIDERATIONS
Parameters
Description
Occupancy Category
Standard Occupancy
Structures
Seismic Importance
Factor, I
Soil Profile Type
SD
Seismic Zone
Seismic Zone Factor, Z
Seismic Source Type
Near Source Factor, N a More than 10 km distance
Near Source Factor, N v More than 10 km distance
Seismic Coefficient, Ca 0.44Na
Seismic Coefficient, Cv 0.64Nv
Over strength Factor,
Special Reinforced
R
Concrete Moment Frames
Characteristic
Type IV
1
Stiff Soil
4
0.4
A
1
1.2
0.44
0.768
8.5
44
5.1.5 Wind Loads
Wind Loads are lateral forces that act in a given structure. As per National
Structural Code of the Philippines 2012 Wind Loads from Section 207, the following
Wind Profile is considered:
Table 5.1.5 Wind Load Consideration
WIND LOAD
Zone Classification
Basic Wind Speed, V
Importance Factor, Iw
2
200 kph
1.15
5.1.6 Total Factored Load
The most critical effect on the structure can occur when one or more contributing
loads are not acting. Using StaadPro software, we input all possible applicable loads
including wind and earthquake loads as stated under National Structural Code of the
Philippines.
203.3.1 Basic Load Combinations
1.4DL
0.9DL + 1.4EL
1.2DL + 1.6 LL
1DL+ 1WL
1DL + 0.12EL
5.2 Structural Design
Reinforced concrete construction design computations are engaged suc h that
provisions under the National Structural Code of the Philippines 2010 , National
Building Code of the Philippines are taken into consideration.
Using the StaadPro software, we analyzed all possible failures that may occur
in the structural members so that it can be easily detected and re- design some part of
the structural members.
45
5.2.1 StaadPro Model
The design of beams and columns of the proposed elevated link up are
designed using StaadPro software. The StaadPro Model generated for this project is as
shown: (see fig. 2)
Figure 2.StaadPro Model
5.2.2 Beam Design
The loads and design of the beam were computed using StaadPro. Also
Autocad is being used for the visual representation of the beam design with the
corresponding connection and position of the reinforcement bars ii as shown: (see fig.
3)
Table 5.2.2 Schedule of Beams
Description
Section
Size (mm)
No. ofRebars
Bottom
Top
Bar
Bar
Size of Rebars
Bottom
Top
Bar
Bar
B-1
300x375
8
3
25
25
B-2
250x375
3
2
20
16
Size and Spacing
of Stirrups
10mm dia.,
spaced @ 1st 40.05m, 2nd 60.10m, 3rd 40.15m and 0.20
Rest
10mm dia.,
spaced @ 1st 40.05m, 2nd 60.10m, 3rd 40.15m and 0.20
Rest
46
Figure 3. Typical Beam Design
47
5.2.3 Column Design
The structure has a 300mm diameter circular column. For calculation see
StaadPro results (see appendix B).
Table 5.2.3 Column Schedule
Description
C-1
Section
(mmdia.)
300
Rebars
Size
No.
(mm)
ofRebars
25
7
Size
(mm)
12
Spiral
Spacing
(mm)
95
Typical Column Design:
48
49
5.2.4 Slab Design
The structure has two types of slabs; one way and two way that both have 200mm
thickness. Based from the computation; cut bars, bent bars, and temperature bars have
12mm, 16mm, and 16mm diameter bars respectively.
Table 5.2.4 Slab Schedule
Descripti
on
S-1
S-2
Type
Of Slab
Twoway
Oneway
Thickness
200
200
SLAB SCHEDULE
Temperature Bars
Bent Bars
Size
Spacing Size
Spacing
16
225
16
250
16
250
16
250
Cut Bars
Size
Spacing
12
275
12
275
Typical Slab Design:
50
5.2.5 Foundation Design and Footing Detail
5.2.5.1 Introduction
The foundation of the superstructure falls under shallow type foundation and
isolated square footing was adopted for columns. This type of foundation was
employed since the span between columns is only 5 meters, and the total elevation of
the structure is only 4.72 meters. Furthermore, the geotechnical condition of the soil is
moderately stiff and can accommodate the loadings imposed on the establishment.
5.2.5.2 Design Consideration
a. Unit Weight of Concrete
b. Unit Weight of Soil (Sand)
= 24kN/m3
= 18kN/m3
c. 28th Day Compressive Strength of
Concrete (f’c)
= 34MPa
d. Yield Strength of Reinforcing Steel (fy )
= 414MPa
e. Allowable Soil Bearing Capacity (qa)
= 190kPa
f. Minimum Cover (Concrete cast against
and permanently exposed to earth)
= 75mm
5.2.5.3 Code Specifications
Based on National Structural Code of the Philippines 2010:
Beam Shear:
Punching Shear:
Where:
Vu = Factored Shear Force at the section
Φ = Strength Reduction Factor (0.75 for shear)
f’c = 28th day compressive strength of concrete
bo = perimeter for critical section for footings
bw = web width
d = distance from extreme compression fiber to centroid of
longitudinal tension reinforcement
51
Table 5.2.5 Column Footing Schedule
Description
CF -1
Section
(m)
Thickness
(mm)
No. of
Rebars
2x2
420
8
Size of
Rebars
(mm)
16
Spacing
(mm)
180
Typical Footing Details:
52
5.3 Construction Engineering
5.3.1 Introduction
Construction method design for this project predominantly covers the usage of
a special kind of cement with Titanium Dioxide. This kind of cement is available in
the market particularly in Cemex Philippine, the Rizal Masonry Cement.
5.3.2 DPWH Design Parameters
The following tables enlisted below shows the standard requirements for the
quality tests of materials based in the DPWH-BRS standards and specification for the
design mix of concrete.
Table 5.3.2.1 Preferred Water – Cement ratio and consistency of Mixture
28- Days Compressive Strength (psi)
TYPES OF CONSTRUCTION
Reinforced foundation walls and
footing
Plain Footings, caissons, and
substructure walls
Beam and Reinforced walls
Building Columns
Pavements and Slabs
Mass Concrete
3000
SLUMP (in)
MAX
MIN
3
1
SLUMP(mm)
MAX
MIN
75
25
3
1
75
25
4
4
3
3
1
1
1
1
100
100
80
75
25
25
20
25
Table 5.3.2.2 Aggregate Grading Requirements
Sieve Designation
Standard(mm)
Alternative U.S
Standard
25
1”
Mass Percent Passing
Grading A
Grading
Grading C
B
100
-
19
12.5
¾”
½”
90-100
20-55
100
-
9.5
4.75
3/8”
No.4
0-15
0-5
85-100
10-30
100
85-100
2.36
1.18
No.8
No.16
-
0-10
0-5
10-40
0-10
0.300
No.50
-
-
0-5
53
Table 5.3.2.3 Grading Requirements for Fine Aggregate
Sieve Designation
Grading
9.5mm ( 3/8 in )
100
4.75 mm ( No.4 )
95-100
2.36 mm ( No.8 )
-
1.18 mm ( No.16 )
45-80
0.600 mm ( No.30 )
-
0.300 mm ( No.50 )
5-30
0.150 mm ( No. 100 )
0-10
Table 5.3.2.4 Grading of Coarse Aggregates
Sieve Sizes
Grading
Passing through
A
C
1 ½ “ to 1 “
1250
-
1 “to ¾ “
1250
2500
¾ “to ½ “
1250
2500
½ “to 3/8 “
1250
-
Table 5.3.2.5 Specification of Fine and Coarse Aggregate
TESTING
MOISTURE CONTENT
FINENESS MODULUS
DRY RODDED UNIT WEIGHT
LOOSE UNIT WEIGHT
SPECIFIC GRAVITY
ABSORPTION
SPECIFICATIONS
MAXIMUM OF 1 – 6 FOR COARSE AND 3 –
8 FOR FINE
2.3 – 3.1
1200 – 1750 FOR COARSE AND FINE
1200 – 1750 FOR COARSE AND FINE
2.4 – 2.9 FOR COARSE AND FINE
.2 – 4% (COARSE); .2 – 2%(FINE)
ABRASION
40% MAXIMUM
ROUNDED COARSE
AGGREGATES
MAXIMUM SIZE
OF AGGREGATE
(SDD)
mm
(inch)
12.50
1/ 2
SAND % OF
TOTAL AGG.
BY ABS.
VOLUME
(cum)
NET
WATER
CONTENT
PER M kgs
or liters
51.0
189.0
ANGULAR COARSE
AGGREGATES
NET
SAND % OF
WATER
TOTAL AGG.
CONTENT
BY ABS.
PER M
VOLUME
kgs or
(cum)
liters
56.0
214.0
54
19.00
3 /4
25.00
1
37.50 1 1 / 2
50.00
2
63.00 2 1 / 2
75.00
3
150.00
6
46.0
41.0
37.0
34.0
32.5
31.0
26.0
184.0
178.0
166.0
157.0
152.5
148.0
131.0
51.0
46.0
42.0
39.0
37.5
36.0
31.0
199.0
192.0
181.0
172.0
167.5
163.0
146.0
Table 5.3.2.7Adjustment of the above table for other conditions
EFFECT ON VALUES IN TABLE V
NET WATER
% OF SAND
CONTENT
CHANGE IN CONDITIONS
STIPULATED IN TABLE V
EACH 0.05 INCREASE / OF
DECREASE IN W/C RATIO
EACH 0.10 INCREASE /
DECREASE IN F.M OF SAND
EACH 25mm INCREASE /
DECREASE IN SLUMP
MANUFACTURED SAND
FOR LESS WORKABLE
CONCRETE AS STRUCTURAL
±1
0
±1 /2
0
0
± 3%
+3
+ 8.9
0
- 4.7
5.3.3 Quality Test of Materials
I. Moisture Content
Significance:
It is use for the computation of corrected value of fine and coarse aggregates.
Formula:
Moisture Content = Weight of wet sample – Weight of dry sample x 100
Weight of dry sample
II. Grading
Significance:
To determine the grading of materials proposed for use as a ggregate of being
used as aggregates. The results are used to determine compliance of the particle size
distribution with applicable specification requirements and to provide necessary data
for control of the production of various aggregate products and mixture containing
aggregates.
55
Formula:
Fineness Modulus =Summation of percentage of Mass Retained
100
III. Specific Gravity and Absorption
Significance:
Values are used in the design of concrete.
a.) For Fine Aggregate
Specific Gravity =
W1
WI + (W2 + W3 )
Where:
W1 = Weight of saturated surface dry
W2 = Weight of pycnometer + H2 0
W3 = Weight of pycnometer + S + H2 0
b.) Coarse Aggregate
Specific Gravity =
W1
WI – W2
Where:
W1 = Weight in Air
W2 = Weight in Water
IV. Unit Weight
Significance:
Values of unit weight are used in the volumetric gravimetric calculations. In
the volumetric batching of concrete aggregate, the unit weight should be known to
convert weight into loose volume.
Formula:
Unit Weight =
Weight of sample (kg)
Vol. of Container (m3 )
V. Abrasion
Significance:
This test evaluates the structural strength of coarse aggregates. It gives an
indication of quality as determined by resistance impact and wear. The results do not
56
automatically permit valid comparison to be made between sources distinctly
different in origin, composition or structure.
Formula:
Abrasion=
W2 x 100
W1
Where:
W1 = Weight of total Sample
W2 = Weight of Sample after the test
5.3.4 Computation of Concrete Mix Design
 Abs. volume of concrete = 1 / CF
 Abs. volume of cement =
40
S.G( CEMENT ) X 1000
 Abs. volume of water = Net water per M+ Total Adjustment
CF x 1000
 Abs. vol. of H2 0 + cement = Abs. volume of H2 0+ Abs. vol. of cement
 Abs. vol. of F.A + C.A = Abs. vol. of concrete – ( Abs. vol. of H2 0
+cement)
 Water / Cement =
Net water + Total Adjustment
CF x 40
 Adjusted of % sand = sand % of total agg. by abs. vol. + Total Adj.
 Abs. vol. of F.A = Adj. % sand
x Abs. vol. of F.A + C.A
100
 Abs vol. C.A = Abs. vol. of F.A + C.A - Abs. vol. of F.A
 Uncorrected values of C, F.A., C.A and H2 0.
Uncorrected = Abs vol. x S.G x Unit Weight
 Corrected values of C, F.A, C.A and H2 0.
57
 Corrected F.A. = Uncorrected. F.A. ( 1 + MC F.A – Absorption F.A )
100
 Corrected C.A. = Uncorrected. C.A. (1 + MC C.A – Absorption C.A. )
100
 Corrected H2 0 = Uncorrected H2 0 +[ Uncorrected F.A–Corrected F.A]
+ [Uncorrected C.A– Corrected C.A ]
5.3.5Design Mix per Cylinder
Volume of Cylinder = Surface Area X Height
1. Cement Weight =
Volume of Cylinder
x Corrected Cement
Abs Volume of Concrete
2. Sand Weight =
Volume of Cylinder
x
Corrected F.A.
3. Gravel Weight =
Volume of Cylinder
x
Corrected C.A
4. Water Weight =
Volume of Cylinder
x
Corrected Water
5. Compression Strength =
Force (lb)
Area (in2 )
5.3.6 Presentation, Interpretation, and Analysis of Data
This part focused on the analysis, discussion and interpretation of data which
resulted from the experiments performed for the addition of Titanium Dioxide in
Concrete Mixture. For the purpose of easily understanding and presentation tables and
figures are used in this chapter.
58
QUALITY TEST
II. Moisture Content
Table 5.3.6.1 Data of Moisture Content
Weight (g)
Sample
Weight of Wet Sample (g)
Weight of Oven Dried
Sample (g)
Fine Aggregates
765.8
715.3
Coarse Aggregates
1350.4
1317.6
Moisture Content = Wet Sample – Oven Dried Sample
Oven Dried Sample
a.) Moisture Content of Fine Aggregates
MC (fine)=765.8 – 715.3
715.3
MC (fine)= 7.06 %
b.) Moisture Content of Coarse Aggregates
MC (COARSE)= 1350.4 – 1317.60
1317.60
MC (COARSE)= 2.50 %
III. Grading
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
BUREAU OF RESEARCH AND STANDARDS
EDSA, QUEZON CITY
MTL __COARSE AGGREGATES___
O.D WT __1344g__ W.O.D WT__1331_g_
Table 5.3.6.2Sieve Analysis for Coarse Aggregate
Sieve Size
Wt. Retained
2½
0
CUMULATIVE
Wt. Passing
% Passing
59
2
1½
1
¾
½
3/8
4
200
PAN
0
0
0
681
636
11
2
1
0
1344
663
27
16
14
13
13
100
49
2
1
1
1
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
BUREAU OF RESEARCH AND STANDARDS
EDSA, QUEZON CITY
MTL ___FINE AGGREGATES____
O.D WT __432g__
W.O.D WT.__299g__
Table 5.3.6.3 Sieve Analysis for Fine Aggregate
Sieve Size
3/8
#4
#8
#16
#30
#50
#100
#200
PAN
TOTAL
F.M
Wt.
Retained
0
2
22
43
73
90
60
6
2
CUMULATIVE
Wt. Passing
% Passing
299
100
297
99
275
92
232
77
159
53
69
23
9
3
3
1
1
F.M.
1
8
23
27
77
97
253
2.53
IV. Specific Gravity
a.) Specific Gravity of Fine Aggregates
Specific Gravity =
W1
W1 + (W2 – W3 )
Where:
60
W1 = weight of saturated surface dry
W2 = weight of pycnometer + H2O
W3 = weight of pycnometer + saturated surface dry + H2O
Table 5.3.6.4 Data of Specific Gravity (Fine Aggregates)
W eight of saturated surface dry
124 g
Weight of pycnometer + H2O
345 g
Weight ofpycnometer + saturated surface
dry+ H2O
420 g
Specific Gravity =
Specific Gravity=
124
124 + (345 – 420)
2.50
b.) Specific Gravity of Course Aggregates
Specific Gravity = W1
W1 – W3
Where:
W1 = Weight in air
W2 = Weight in water
Table 5.3.6.5 Data of Specific Gravity (Coarse Aggregate)
Weight in air
Weight in water
3274 g
2125 g
Specific Gravity = 3274
3274 – 2125
Specific Gravity = 2.85
V. Absorption Test
Absorption % = W1 – Wo X 100
W1
Where:
61
W1 = Weight of Saturated Dry
W0 = Weight of Oven Dried
a.) Absorption for Fine Aggregates
Table 5.3.6.7 Data of Absorption (Fine Aggregate)
Weight of Saturated Dry
124 g
122.96 g
Absorption = (124 – 122.96)
122.96
x
100
Absorption = 0.85 %
b.) Absorption for Course Aggregates
Table 5.3.6.8 Data of Absorption (Coarse Aggregate)
Weight of Saturated Dry
3274 g
3251 g
Absorption =3274 – 3251 x 100
3251
Absorption = 0.71 %
VI. Unit Weight
Table 5.3.6.9 Data of Unit Weight (Fine and Coarse Aggregates)
Trial
Trial 1
Trial 2
Average
Fine Aggregates
Loose (g)
Rodded (g)
4288
4505
4209
4517
4248.5
4511
Course Aggregates
Loose (g)
Rodded (g)
3996
4485
3965
4518
3980.5
4501.5
Volume of Container = 0.0028 m³
Unit weight =
Weight of Sample (kg)
Volume of Container (m³)
62
a.) Unit weight of fine aggregates
Unit Weight
(loose) =
4.2485 kg
0.0028 m³
Unit Weight (loose )= 1517.32 kg / m³
Unit Weight
(rodded) =4.511 kg
Unit Weight
0.0028 kg
(rodded) = 1611.07 kg / m³
b.) Unit Weight of Coarse Aggregates
Unit weight
3.9805 kg
0.0028 m³
Unit weight (loose) = 1421. 61 kg / m³
Unit Weight
(loose) =
(rodded) =
4.5015 kg
0.0028 m³
Unit Weight (rodded) = 1607. 68 kg / m³
VII. Abrasion Test
Table 5.3.6.10 Data of Abrasion Test
Sieve Sizes
Passing Through
¾” to ½”
½” to 3/8”
Total
Grading
B
2500 g
2500 g
5000 g
Weight of Sample after the Test = 1132.5 g
Formula:
Abrasion = W2
W1
Where:
W1 = weight of total sample
W2 = weight of sample after the test
Abrasion =
1132.5
x 100
5000
Abrasion = 22.65 %
63
Table 5.3.6.11 Results of Specification of Materials
Testing
Specifications
Moisture
Content
Maximum of 1-6 for
coarse and 3-8 for fine
aggregates
2.3- 3.1
Fineness
Modulus
Specific
Gravity
Absorption
Dry Rodded
Unit Weight
Loose Unit
Weight
Abrasion
2.4-2.9 for coarse and
fine aggregates
.2-4% for coarse .2-2%
for fine aggregates
1200-1750 for coarse
and fine aggregates
1200-1750 for coarse
and fine aggregates
40 % maximum
Coarse
Aggregates
2.50
Fine
Aggregates
7.06
Remarks
2.53
Passed
2.85
2.50
Passed
0.71%
0.85%
Passed
1607.68
1611.07
Passed
1421.61
1517.32
Passed
22.65%
-
Passed
Passed
This table shows the results of the quality test for the material cement,
fine and coarse aggregates passed all the standard requirements of the DPWH-BRS
STANDARDS AND SPECIFICATIONS.
5.3.7 Design Mix
Note:
- Condition of aggregates in saturated surface
- Corrected as often as moisture content of aggregates varies.
- Corrected for free water required for absorption in fluid mix.
- Uncorrected wt. x (1 - % of free water) / 100 or
- Uncorrected wt. x (1 + % of water required for absorption) / 100
Uncorrected wt. minus total weight of free water or plus total weight of
water required for absorption.
The proportions are for starting mix only. In the course of mixing operations
the quality of the concrete will be periodically checked as to the following:
workability, net water content & cement as per yield fast. If found not meeting the
requirements in the materials manual, necessary adjustment should be made before
proceeding further to ensure uniform quality of concrete throughout the structure.
64
MAXIMUM
SIZE OF
AGGREGATE
(SDD)
mm
(inch)
12.50
1/2
19.00
3/4
25.00
1
37.50 1 1 / 2
50.00
2
63.00 2 1 / 2
75.00
3
150.00
6
ROUNDED COARSE
AGGREGATES
NET
SAND % OF
WATER
TOTAL AGG.
CONTENT
BY ABS.
PER M kgs
VOLUME (cum)
or liters
51.0
189.0
46.0
184.0
41.0
178.0
37.0
166.0
34.0
157.0
32.5
152.5
31.0
148.0
26.0
131.0
ANGULAR COARSE
AGGREGATES
NET
SAND % OF
WATER
TOTAL AGG.
CONTENT
BY ABS.
PER M kgs
VOLUME (cum)
or liters
56.0
214.0
51.0
199.0
46.0
192.0
42.0
181.0
39.0
172.0
37.5
167.5
36.0
163.0
31.0
146.0
Table 5.3.7.2 Adjustment of the above table for other conditions
CHANGE IN
CONDITIONS
STIPULATED IN TABLE
V
OF DECREASE IN W/C
RATIO
DECREASE IN F.M OF
SAND
EACH 25mm INCREASE /
DECREASE IN SLUMP
MANUFACTURED SAND
FOR LESS WORKABLE
CONCRETE AS
STRUCTURAL
EFFECT ON VALUES IN TABLE V
% OF SAND
NET WATER
CONTENT
±1
0
±1/2
0
0
± 3%
+3
+ 8.9
0
- 4.7
Cement Factor = 10 bags / m³
1. Abs. vol. of concrete = 1
10
= 0.1 m³
2. Abs. vol. of cement =
40
3.11 x 1000
= 0.01
3. Abs. vol. of water from table V net water = 192.0 (for angular w/ a max
size of 1”)
Adjustments:
65
For water / cement ratio
For F.M of sand
For slump (3”)
=0
=0
=0
For manufactured sand
= +8.9 kg
For less workable conc. As structural
=0
Total Adjustment = +8.9 kg
Abs. vol. of H2O
=
192 + 8.9
10 x 1000
= 0.020 m³
4. Abs. vol. of H2O + Cement = 0.02 + 0.01 = 0.03
5. Abs. vol. of F.A + C.A = 0.1 – 0.03 = 0.07
Abs. vol. of F.A from table V
% of sand = 46%
w / c = 192 + 8.9
10 x 40
= 0.5
Adjustment:
For w/c= 0.50 – 0.57
0.05
For w/c = -1.4%
x 100%
F.M= 2.53 – 2.57 x 1/2%
0.10
F.M = - 1.1%
For Slump
For manufactured sand
For structural
Total
= 0%
= +3%
= 0%
= 0.5%
Adjusted % sand
= 46 + 0.5= 46.5
Abs. vol. of F.A
= 46.5X 0.07
100
=0.03
Abs. vol. of F.A
66
Abs. vol. of C.A = 0.07 – 0.03
Abs. vol. of C.A = 0.04
Table 5.3.7.3 Uncorrected and Corrected Values of Materials
Material
Cement
Water
F.A
C.A
Abs. vol.
0.01
0.02
0.03
0.03
Sp. Gr.
3.11
1
2.6
2.85
Unit Wt.
1000
1000
1000
1000
Uncorrected
40
20.09
81.06
102.23
Corrected
40
14.16
85.31
103.92
Corrected F.A= 81.06 [1+ 6.9 – 1.66]
100
= 85.31 m³
Corrected C.A = 102.23 [1+ 2.45 – 0.8]
100
= 103.92 m³
Corrected H2O= 20.09 + [81.06 – 85.31] + [102.23 – 103.92]= 14.16
Vol. of cylinder 6” Ø + 12” height = 0.0074
Cement= 0.0074x 40
0.1
= 2.69 kg
Sand= 0.0074x 85.31
0.1
= 6.31 kg
Gravel = 0.0074 x 103.92
0.1
= 7.69 kg
H2 0= 0.0074
0.1
= 1.05 kg
67
5.4 Transportation Engineering
The most important part of this study is the transportation analysis part because
it determines the present traffic condition and the pedestrian count on the specific
location. The results of the traffic analysis will help the researchers design a
significant footbridge that will provide a specific width of the footbridge for
pedestrians that will use the proposed structure a nd thus improve the traffic scenario
on the area.
The demand analysis for elevated footpath was determined by using
comparative methods using the data gathered from the survey and the National
Building Code of the Philippines.
(See 4.5 Research Design)
Planning for Pedestrians
Key Design Elements
Principles of
Pedestrian Network
Planning
Important Design Elements
Connected
Comfortable
Convenient
Convivial
conspicuous
Pedestrian
Accessibility
Pedestrian networks should
be planned in combination
with land uses to provide
residential access to mixed
use centers and bus routes
within a 400m walk, and
access to train stations within
800m of strategic and
secondary activity centers
Pedestrian networks should
be designed with passive
surveillance and good
lighting to provide an
attractive and safe walking
environment
Pedestrian Safety
Design References
AGRD Part 6A:
Pedestrian and Cyclists
Paths, Section 4.1
(AGRD6A/09)
AGTM Part
5: Road
Management, Tables 3.1
and 3.2 (AGTM05/08)
LiveableNeighbourhoods
(WAPC)
Activity Centre Policy
(WAPC)
Development Control
Policy 1.6 Planning to
Support Transit
Orientated Development
(WAPC)
LiveableNeighbourhoods
(WAPC)
Designing Out Crime
Planning Guidelines
(WAPC)
Reducing Crime and
Anti-Social Behavior
Pedestrian Characteristics
Key Design Elements
Minimum path widths
for different pedestrians
Design References
Pedestrians in a
AGRD Part 6A: Pedestrian
wheelchair- 1.2m
and Cyclists Paths, Section
68
Typical Walking Speeds
Pedestrians in
wheelchair passing
pram – 1.5m
Two pedestrians in
wheelchairs passing –
1.8m
Fit adult – 1.5m/s
Elderly person – 1.0m/s
to 1.2m/s
Typical speed used in
crossing assessments –
1.2m/s
4.1.2 and Section
6.2
(AGRD6A/09)
AGTM Part 4; Network
Management, Section 4.7
(AGTM04/09)
AGTM Part 6: Intersections,
Interchanges and Crossings,
Section 4.5.3 (AGTM06/07)
Pedestrian Paths
Key Design Elements
Footpath Widths
Design References
Minimum pedestrian
AS1428.1 – 2009 Design
through-route width:
for access and mobility
Part 1: General
1.2m over short
distance ( allow 1 Requirements for accessNew building Works
wheelchair)
1.8m desirable to
allow 2
wheelchairs to
pass (1.5m min.),
2m near schools
and small shops
At least 2.4m in
commercial or
shopping
environments
3m – 4m in busy
CBD pedestrian
area
Street Furniture
Grates/Covers
The colour of street
furniture should contrast
with the background
Street furniture should
be located in the Street
Furniture Zone
Slots should be sized and
AS1428.2 – 1992 Design
Part 2: Enhanced and
additional requirementsBuildings and facilities
AGRD Part 6A:
Pedestrian and Cyclist
Paths, sectio6.2.1
(AGRD6A/09)
AGTM Part 5: Road
Management, Tables 3.1
and 3.2 (AGTM05/08)
AGRD Part6A: Pedestrian
and Cyclist Paths
(AGRD6A/09)
AS 1428.1 – 2009 Design
Part 1: General
Requirements for access –
New building works
AS 1428.1 – 2009 Design
69
aligned to prevent canes,
wheels and other
mobility aids from
falling through
Vertical Clearances
Vertical clearance is an
absolute minimum of 2m
above a footpath (2.5m
for shared paths)
2.5m clearance is
required under traffic
signs over a path
for access and mobility for
access- New building
works
and Cyclist
paths(AGRD6A/09)
and Cyclist Paths, Section
6.2.2 (AGRD6A/09)
AS 1428.1 – 2009 Design
Part 1: General
requirements for accessNew building works
AS 1742.2 – 2009 Manual
of uniform traffic control
devices Part2: Traffic
control devices for general
use
Surfaces
Gradients and Ramps
Steps and Stairs
Surfaces must be slip
resistant, flat and even
Ramp gradient is 1:14 –
1:20. Landing intervals
between 9m-15m,
dependent on gradient
Treads: 275mm-300mm
wide
Risers: 150mm-165mm
high
AS 1428.1 – 2009 Design
Part 1: General
Requirements for accessNew building works
AS 1428.1 – 2009 Design
Part 1: General
Requirements for access –
New building works
AS 1428.1 – 2009 Design
Part 1: General
Requirements for accessNew building works
AS 1528.2 – 1992 Design
Part 2: Enhanced and
additional requirementsBuilding and Facilities
AS 1428.4.1 – 2009
Design for access and
mobility
70
Crossovers/Driveways
Crossfall<1:40
AGRD Part6A:
Pedestrians and Cyclist
Barricades (includes
chicanes and bollards)
Barricades require
special consideration for
people with disability
and other users
71
72
Selection of width – this needs to be considered carefully. The potential loading on a
2.1m wide bridge is 50% greater than on a 1.4m wide bridge and therefore it has to be
made substantially stronger, increasing cost in about the same proportion. If an ADV
or motor vehicle is only expected to want to use the bridge occasionally, say 2 or 3
times per month, then the need for access has to be critically assessed with the local
communities to make sure the extra cost is justified.
Sample Computation for required width of the elevated footbridge
Required width of Two-way Pedestrian Footbridge
Total width:
Plant Box Divider at the middle: 0.4m
Plant Box Girder: 0.4m
Both Pathways: 1.4m (From Pedestrian Characteristics see Table )
Total Width: (0.4x2) + (0.4) + (1.4x2) = 4m
From NBCP:
Average Person: 1m wide
73
5.4 Plan Set
5.4.1 Architectural Plan
5.4.1.1 Perspective View
Figure 3. Perspective View
74
5.4.1.2 Elevation plan
Figure 4. Section Elevation
75
Figure 5. Section Side view
76
Figure 5. Section Top View (Stair Plan)
77
5.6 Structural Plan
5.6.1 Framing Plan
Figure 6. Roof Framing Plan
78
Figure 7. Footbridge Framing Plan (Beam and Column Designation)
79
Figure 8. Foundation Plan
80
CHAPTER 6
Budget Estimation
In estimating the budget of the project, we used cost of our materials based
from its average and latest price. Budget estimation includes labor, permits, cost of
materials, and general requirement for the proposed project.
6.1 Bill of Quantities
ITEM
Description of Work
Qty.
Unit
MATERIAL / LABOR
PRELIMINARIES
COST
Permits
Building Permit
100,000.00
Occupancy Permit
100,000.00
Bonds and Insurance
Surety Bond
100,000.00
Downpayment Bond
100,000.00
Performance Bond
100,000.00
Taxes
Municipality Tax
I.
100,000.00
GENERAL REQUIREMENT:
Sub-Total:
600,000.00
Unit Cost
Amount
1.0
MOBILIZATION :
1.00
lot
120,000.00
120,000.00
2.0
Demobilization
1.00
lot
50,000.00
50,000.00
3.0
Temporary Facilities
1.00
lot
80,000.00
80,000.00
4.0
Plans,Documentation,& Fees
1.00
lot
70,000.00
70,000.00
5.0
Permits & Licenses
1.00
lot
70,000.00
70,000.00
6.0
Bonds & Insurance
1.00
lot
40,000.00
40,000.00
7.0
Premium for Contractor's All-Risk Insurance
Security,Safety,Medical ,Communication &
Testing
1.00
lot
100,000.00
100,000.00
1.00
lot
95,000.00
95,000.00
8.0
81
9.0
Temp. Water & Power Supplies
II
1.00
lot
100,000.00
100,000.00
Sub-total.
725,000.00
EARTH WORKS :
1.0
Excavate for Isolated footing
105
cu. m
2.0
Backfill
83.5
cu.m.
3.0
Hauling of unsuitable materials
1.00
lot
III
600.00
63,000.00
250.00
20,875.00
100,000.00
100,000.00
Sub-total.
183,875.00
CONCRETING WORKS:
A
FOR SLAB
1.0
Cement
2.0
3.0
690
bags
190.00
131,100.00
Sand
50
cu.m
750.00
37,500.00
Gravel
98
cu.m
720.00
70,650.00
195
bags
190.00
37,050.00
B
(cement with Titanium Dioxide)
FOR FOOTING
1.0
Cement
2.0
Sand
16
cu.m
750.00
12,000.00
3.0
Gravel
33
cu.m
720.00
23,760.00
86
bags
190.00
16,340.00
C.
FOR COLUMNS
1.0
Cement
2.0
Sand
9
cu.m
750.00
6,750.00
3.0
Gravel
14
cu.m
720.00
10,080.00
235
bags
190.00
44,650.00
D.
FOR BEAMS
1.0
Cement
2.0
Sand
18
cu.m
750.00
13,500.00
3.0
Gravel
36
cu.m
720.00
25,920.00
190
bags
190.00
36,100.00
E.
FOR STAIRS
1.0
Cement
2.0
Sand
15
cu.m
750.00
11,250.00
3.0
Gravel
26
cu.m
720.00
18,720.00
Sub-total:
495,370.00
V.
MASONRY WORKS:
A.
FOR PLASTERING
1.0
Cement
VI.
REINFORCEMENTS
A.
FOR FOOTING
400
bags
190.00
76,000.00
Sub-total:
76,000.00
1.0
Main Bars
(16-mmᴓ rebar)
925
kgs
70.00
64,750.00
2.0
Tie Wire
(#16-GI wire)
20
kgs
550.00
11,000.00
B.
FOR SLAB
82
1.0
Main Bars
(12-mmᴓ rebar)
2.0
Tie Wire
(#16-GI wire)
C.
4335
kgs
60.00
260,100.00
90
kgs
550.00
49,500.00
1593.5
kgs
70.00
111,545.00
FOR COLUMNS
1.0
Main Bars
(16-mmᴓ rebar)
2.0
Tie Wire
(#16-GI wire)
113
kgs
550.00
62,150.00
3.0
Spiral Ties
(10-mmᴓ rebar)
975
kgs
50.00
48,750.00
(16-mmᴓ rebar)
1113
kgs
70.00
77,910.00
(20-mmᴓ rebar)
3397
kgs
80.00
271,760.00
D.
1.0
FOR BEAMS
Main Bars
2.0
3.0
Tie Wire
(#16-GI wire)
124
kgs
550.00
68,200.00
4.0
Stirr Ups
(10-mmᴓ rebar)
4270
kgs
50.00
213,500.00
(16-mmᴓ rebar)
570
kgs
70.00
39,900.00
(12-mmᴓ rebar)
6340
kgs
50.00
317,000.00
14
kgs
550.00
7,700.00
Sub-total:
1,603,765.00
E..
1.0
FOR STAIR
Main Bars
2.0
3.0
Tie Wire
(#16-GI wire)
VII.
FORMWORKS
A.
FOR COLUMNS
1.0
Metal Sheets
(1.2m x 2.4mx 1/4" thick)
2.0
Braced
3.0
Circuferential Ties
B.
185
kgs
610.00
112,850.00
(Angle bar 1"x1"x1/8 ")
23926
kgs
230.00
5,502,980.00
(Angle bar 1"x1"x1/8 ")
4567.5
kgs
230.00
5,615,830.00
247.12
kgs
810.00
200,167.20
940
kgs
72.00
67,680.00
Sub-total:
11,499,507.20
FOR BEAMS/SLABS
1.0
Marine Plywood
(4’ x8’x 1/4" thick)
2.0
Lumber
(2”x2”)
VIII.
ARCHITECTURAL WORKS
A.
TILEWORK
1.0
Mariwasa Cement Tiles (0.30m x 0.30m)
2.0
Cement
3.0
Sand
B.
36,000
pcs.
16.00
576,000.00
792
bags
190.00
150,480.00
50
cu.m
750.00
37,500.00
LUMBER
1.0
2”X12” Lumber
1500
kgs
150.00
225,000.00
2.0
2’x4’ Marine Plywood
1440
pcs.
230.00
331,200.00
3.0
2”x12” Lumber
800
kgs
150.00
120,000.00
84
kgs
1,120.00
94,080.00
C.
1.0
STEEL
1”x3” Handrail
83
2.0
1”x3” Horizontal Support
165
kgs
1,120.00
184,800.00
3.0
1”x3” Vertical Support
134
kgs
1,120.00
150080.00
4.0
Girder
530
kgs
1,120.00
593,600.00
D.
ROOF
1.0
Corrogated G.I. Sheets
625
Sheets
600.00
375,000.00
2.0
Rivets
3156
pcs
10.00
18,900.00
3.0
Gutter
80
Pcs
150.00
12,000.00
4,0
2’x4’ Polycarbonate Sheet
206
Sheets
1350.00
278,100.00
5.0
4”x8” Box Channel
910
sq.m
85.00
77,350.00
6.0
Girder
110
kgs
1120.00
123,200.00
7.0
Purlins
16200
kgs
85.00
1,377,000.00
Sub-total:
4,724,290.00
Total Cost
19,907807,2
84
CHAPTER 7
Project Schedule
The elevated link-up was planned using MS Project 2010. The software generated
a total of 150 working, starting from December 3, 2012 up to July 7, 2013. The software
allowed us to plan the project more efficiently and effectively.
CLASIFICATION
Preliminaries
Civil and Structural Works
Architectural Works
Electrical works
Testing and Commissioning
Awarding of the Project
DURATION
8 days
100 days
30 days
10 days
1 day
1 day
*For detailed project schedule see Appendix C.
Figure 10. Task and duration of the proposed project
85
86
87
88
89
90
91
92
93
94
CHAPTER 8
Promotional Material
For our promotional material, we used Google Sketchup and 3DMax.
(See attached CD for the complete walk through of the project)
Figure 8. (Screen shot of the project’s Walk through)
95
CHAPTER 9
Summary and Conclusion
The proposed project entitled “Proposed Elevated Link up from Bonifacio
Shrine, SM Manila, Manila City Hall to LRT Central Station with the use of Titanium
Dioxide as an Additive for Coating of Pavement in Reducing for Air Pollutant ” had
come up with a comprehensive design of an elevated link up with the application of
eco-friendly material, Titanium Dioxide as an additive for cement.
This projectis capable to accommodate pedestrians and ensure them safety,
comfort ability and convenience while traveling within the area. Aside from
transporting passengers into their respective destinations, it can also contribute to the
aesthetic quality of the specified area. Giving convenience to people will make a big
difference to their work quality and will lead to more effective results to their work.
The project does not merely address the scarcity issues on public
transportation means, but take into consideration the environment that is greatly
affected by any development. With the use of an eco-friendly material into the
structure, it will greatly minimize air pollution. Using this kind of material will be
more expensive but with the problems that we face concerning with our environment,
it is necessary to build structures which use materials that are eco-friendly to help the
environment minimize the pollution caused by the negative impact of modern
technology.
96
CHAPTER 10
Recommendation
Based on the stated conclusions and summary, we proposed the following
recommendations:
1. It is necessary to use CEMEX RIZAL MASONRY CEMENT because it has
the greatest amount of pollution reduced. It can also increase the compressive
strength of the concrete material.
2. For further study about this proposed project, it is recommended to extend the
structure to Intramuros Manila particularly in Victoria St. but our study does
not cover the negotiation with Intramuros Administration because of some
restrictions.
3. To conduct similar study that will determine the maximum percentage of TiO 2
to be added in the mixture to achieve the greatest effect without violating the
required compressive strength of concrete.
4. To conduct more studies regarding the chemical properties of titanium dioxide
and how it affects chemical properties of the concrete mixture.
5. To conduct study for the application of the titanium dioxide in asphalt.
97
References
98
References
http://www.gov.mb.ca/mit/tspd/pdf/appendix_b_tp2_98.pdf
http://www.nzta.govt.nz/resources/bridge- manual/docs/bridge- manual-appendix-a.pdf
http://www.th.gov.bc.ca/publications/eng_publications/bridge/standards/BSMVolume-1_2007/BSM_Vol-1_All_Sections_Aug_2007.pdf
http://www.ilo.org/public/english/employment/recon/eiip/download/ratp/ratp11.pdf
http://www.transport.wa.gov.au/mediaFiles/AT_WALK_P_plan_design_pedestrians_
guidelines.pdf
Foot Bridge Manual (FOOTBRIDGES: A Manual forConstruction atCommunity
andDistrict
LevelInternational
Labor
Office
Department
for
InternationalDevelopment, UKI.T.
Foot Bridge Manual 2 (Planning and designing for pedestrians: guidelines)
TIA Framework Edition 1 09-2007
TIA Guide for the Philippines
Transportation Planning Policy: TP 2/98, Basic design and cross-section standards
Bridge Manual (Appendix A: Bridge widths and clearances)
99
Acknowledgement
100
ACKNOWLEDGEMENT
We would like to thank our Almighty God for giving us enough wisdom and
attitude to make this thesis possible. He is the main reason why we had enough
strength to finish this task.
The group is indeed very grateful to our ever-reliable and supportive Thesis
Adviser, Engr. Geoffrey L. Cueto for his undying dedication and notable commitment
not just as the group’s adviser, but also as a trusted friend and a great mentor.
We would also like to acknowledge the great assistance from government
arms particularly the Local Government of Manila, The Office of the City Engineers
and The Design Division, The Department of Transportation and Communications
and The Department of Public Works and Highways.
We would also like to thank Engr. Susan Redillas from The Office of the City
Engineers in Manila City Hall for her great assistance, Jus Cristen G. Balonkita for
the architectural design, and Florence Versoza for the structural design.
We are forever thankful to our families for their continuous support,
financially and emotionally, understanding and assistance, for a great circle of friends
who shared with us their time, knowledge and a lasting bond of friendship.
101
Article Type Paper
102
PROPOSED ELEVATED LINK UP FROM BONIFACIO SHRINE, SM
MANILA, MANILA CITY HALL, INTRAMUROS TO LRT CENTRAL
STATION WITH THE USE OF TITANIUM DIOXIDE AS A CAOTING FOR
PAVEMENT AS REDUCING AGENT FOR AIR POLLUTANT
JEROME A. AQUINO
Student, BS Civil Engineering
School of Civil, Environmental and
2nd Flr. South Building Mapua
Institute of Technology, Muralla
Street, Intramuros, Manila, Philippines
Mobile: +639351683512
E-mail: [email protected]
RENZ EMMANUEL G. AQUINO
Mobile: +639155673299
VICENTE T. GONZALES JR.
Mobile: +639054681972
Abstract:
As an engineer student, we came up with a technical solution for this kind of
problem and it is called link- up. Link up is an elevated pathway that connects
establishments one-way to another for convenience and safety purposes. In addition,
link-up is just like an overpass. The main concern of this project is to avoid the heavy
traffic and to offer comfort, convenience, and safety for the passersby. A brief
background, the first link up in the Philippine is the link up of the SM City North
Edsa Mall going to Trinoma, passing thru across the North Avenue. The design of our
project is similar to the SM North – Trinoma Bridge. Unlike to this bridge, we will
add titanium dioxide as an additive in our concrete. Titanium dioxide helps our
environment to lessen the air pollution.
Due to our climate changes, the increase of flood in our environment affects the
living and business of one anotherspecially students. This project will accord data and
anticipate to the link up reviews to visualize the existing link up as well as the future
scenario and problems that will occur.
103
1. INTRODUCTION
Effective link-up transportation will solve the scarcity issues on transportation
traffic flow disturbances and safety precautions caused by private and public utility
vehicles. An obtusely populated and accessible place with eas y connection to main
transportation is the perfect location for business and trading. The establishment of
business will endure and lead to positive ways, to the development of the specified
road location or area, to the prevention of pollution which all result to a great
achievement within the boundary. In this case, Traffic System Management approach
is engage, it is a program that is used to increase the capacity of the State and Local
transportation systems by increasing the number of peak hour trips by neither
improving the existing mode of transportation nor creating a new one without major
construction.
Project Location
The figure shows the location of the proposed structure and its nearby streets.
104
2. SURVEY RESULTS
TIME
A
B
C
D
TOTAL
0600-0700
30
40
36
20
126
0700-0800
50
45
36
57
188
0800-0900
45
51
34
37
167
0900-1000
60
65
35
45
205
1000-1100
65
75
46
58
244
1100-1200
75
71
62
67
275
1200-1300
75
81
40
59
255
TOTAL (AM)
400
428
289
343
1460
1300-1400
94
120
45
75
334
1400-1500
110
150
75
81
416
1500-1600
101
180
86
98
465
1600-1700
233
310
115
186
844
1700-1800
266
344
197
174
981
1800-1900
310
355
175
186
1026
1900-2000
350
346
255
346
1297
TOTAL (PM)
1464
1805
948
1146
5363
Grand Total
1864
2233
1237
1489
6823
Table 1. Traffic Count Survey for every hour
3. DESIGN
The proposed integrated path way will be elevated link- up that will connect
Intramuros to SM Manila, Manila City Hall and LRT Central Station to each other.
This elevated link- up will pass down to LRT rail way. Also, this elevated link-up will
be using a special kind of additives to improve the structure and to contribute to the
environment as a green building material to lessen environment problem.
105
Perspective View 1
Perspective View 2
106
3.2 Sustainable Development Concept
As the designers of this proposed project, we also consider the environment
condition and our responsibility for the society, which pertains to the massive air
pollutants along Victoria St. Intramuros Manila and the intersection between Antonio
Villegas Road Manila and NatividadAlmeda Lopez Road Manila. Aside from
proposing a elevated Link-up model that will lessen disturbance of public utility
vehicles and illegal vendors along the walk way in Antonio Villegas Road Manila and
NatividadAlmeda Lopez Road Manila, this project will also apply the conceptual
design of green engineering by using titanium dioxide as additives on the materials in
the construction of the elevated link-up in the specified location.
Photo-catalyst Reaction Diagram:
3.3 Design Codes Considered
3.3.1 Dead Loads
As per National Structural Code of the Philippines 2010 Minimum
Design Loads from Section 204, the following Dead Loads are considered:
Table 2. Dead Loads
Component
Roofing
ELEVATED LINK UP
Material
Gypsum Sheathing, 13mm
(Insulation , roof boards per mm thickness)
Fibrous Glass
Load,
kPa
0.10
0.0021
107
Floor Finishes
Urethane Foam with Skin
0.0009
Copper or Tin
0.05
Cement finish (25mm) on stone concrete fill
TOTAL
1.53
1.683
3.3.2 Live Load
As per National Structural Code of the Philippines Minimum Design
Loads from Section 205, the following Live Loads are assumed:
Table 3. Live Loads
ELEVATED LINK UP
Component
Area
Roofing
Flat or rises less than 4 units vertical in 12 units horizontal
(33.3% slope).
Arch and domes with rise less than one-eighth of span
Pedestrian bridges and walkways
SUBTOTAL
Load,
kPa
0.6
4.8
5.4
3.3.3 Wind Load
As per National Structural Code of the Philippines 2012 Wind Loads
from Section 207, the following Wind Profile is considered:
Table 4. Wind Load
WIND LOAD
Zone Classification
Basic Wind Speed, V
Importance Factor, Iw
2
200 kph
1.15
3.4 Beam Design
108
Table 5. Beam schedule
Description
B-1
B-2
Section
Size
(mm)
300x375
250x375
No. of Rebars
Bottom Top
Bar
Bar
8
3
3
2
Size of Rebars
Bottom
Top
Bar
Bar
25
20
25
16
Size and
Spacing of
Stirrups
10mm dia.,
spaced @ 1st
4-0.05m, 2nd
6-0.10m, 3rd
4-0.15m and
0.20 Rest
10mm dia.,
spaced @ 1st
4-0.05m, 2nd
6-0.10m, 3rd
4-0.15m and
0.20 Rest
109
3.5 Column Design
110
Table 6. Column Schedule
Rebars
Description
C-1
C-2
Section
(mm-dia.)
300
600
Size
(mm)
25
25
No. of
Rebars
7
8
Size
(mm)
12
12
Spiral
Spacing
(mm)
95
120
3.6 Slab Design
The structure has two types of slabs; one way and two way that both have 200mm
thickness. Based from the computation; cut bars, bent bars, and temperature bars have
12mm, 16mm, and 16mm diameter bars respectively.
Table 7. Slab Schedule
SLAB SCHEDULE
Descriptio
n
Type
Of Slab
Thickn
ess
S-1
S-2
Two-way
One-way
200
200
Temperature Bars
Size
Spaci
ng
16
225
16
250
Bent Bars
Size
Spaci
ng
16
250
16
250
Cut Bars
Size
Spaci
ng
12
275
12
275
111
3.7 Foundation Design
The structure has a square isolated footing of 2000mm and thickness of 420mm.
Based from the computation; one side has eight 16mm diameter bars at 140mm on
center spacing. The dowel has 300mm development length with four 16mm diameter
bars.
Table 8. Column Footing Schedule
Description
CF -1
Section
(m)
Thickness
(mm)
No. of
Rebars
2x2
420
8
Size of
Rebars
(mm)
16
Spacing
(mm)
140
112
113
3.8 Framing Plan
114
115
3.9 Architectural Plan
116
117
4. Conclusion
This project is capable to accommodate pedestrians and ensure the safety, comfort
ability and convenience while traveling within the area. Aside from transporting
passengers into their respective destinations, it can also contribute to the aesthetic
quality of the specified area. Giving convenience to people will make a big difference
to their work quality and will lead to more effective results to their work.
The project does not merely address the scarcity issues on public transportation
means, but take into consideration the environment that is greatly affected by any
development. With the use of an eco- friendly material into the structure, it will greatly
minimize air pollution. Using this kind of material will be more expensive but with
the problems that we face concerning with our environment, it is necessary to build
structures which use materials that are eco- friendly to help the environment minimize
the pollution caused by the negative impact of modern technology.
5. Recommendation
Based on the stated conclusions and summary, we proposed the following
recommendations:
1. It is necessary to use CEMEX RIZAL MASONRY CEMENT because it has the
greatest amount of pollution reduced. It can also increase the compressive
strength of the concrete material.
2. For further study about this proposed project, it is recommended to extend the
structure to Intramuros Manila particularly in Victoria St. but our study does not
cover the negotiation with Intramuros Administration because of some
restrictions.
3. To conduct similar study that will determine the maximum percentage of TiO 2 to
be added in the mixture to achieve the greatest effect without violating the
required compressive strength of concrete.
118
Appendix A
StaadPro Results
* STAAD.Pro *
* Version 2007 Build 04 *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= AUG 7, 2013 *
* Time= 12:41:41 *
1. STAAD SPACE
INPUT FILE: footbridge.STD
2. START JOB INFORMATION
3. ENGINEER DATE 19-FEB-13
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 12 1 0 2.2; 13 6 0 2.2; 14 11 0 2.2; 15 16 0 2.2; 16 21 0 2.2; 17 26 0 2.2
9. 18 31 0 2.2; 33 21 0 7.2; 34 21 0 12.2; 35 21 0 17.2; 36 21 0 22.2; 49 0 5 0
10. 50 1 5 0; 52 6 5 0; 53 11 5 0; 54 16 5 0; 55 21 5 0; 56 26 5 0; 57 31 5 0
11. 58 0 5 4.4; 59 1 5 2.2; 60 6 5 2.2; 61 11 5 2.2; 62 16 5 2.2; 63 21 5 2.2
12. 64 26 5 2.2; 65 31 5 2.2; 66 1 5 4.4; 67 6 5 4.4; 68 11 5 4.4; 69 16 5 4.4
13. 70 18.8 5 4.4; 71 21 5 4.4; 72 23.2 5 4.4; 73 26 5 4.4; 74 31 5 4.4
14. 75 21 5 7.2; 76 21 5 12.2; 77 21 5 17.2; 78 21 5 22.2; 79 23.2 5 7.2
15. 80 23.2 5 12.2; 81 23.2 5 17.2; 82 23.2 5 22.2; 83 18.8 5 7.2; 84 18.8 5 12.2
16. 85 18.8 5 17.2; 86 18.8 5 22.2; 88 1 7 2.2; 91 6 7 2.2; 94 11 7 2.2
17. 97 16 7 2.2; 100 21 7 2.2; 103 26 7 2.2; 106 31 7 2.2; 109 21 7 7.2
18. 112 21 7 12.2; 115 21 7 17.2; 118 21 7 22.2; 154 1 7.5 2.2; 167 1 8 0
19. 168 1 8 1; 169 1 8 3.4; 170 1 8 4.4; 171 6 8 0; 172 6 8 1; 173 6 7.5 2.2
20. 174 6 8 3.4; 175 6 8 4.4; 176 11 8 0; 177 11 8 1; 178 11 7.5 2.2; 179 11 8 3.4
21. 180 11 8 4.4; 181 16 8 0; 182 16 8 1; 183 16 7.5 2.2; 184 16 8 3.4
22. 185 16 8 4.4; 186 21 8 0; 187 21 8 1; 188 21 7.5 2.2; 189 21 8 3.4
23. 190 21 8 4.4; 191 26 8 0; 192 26 8 1; 193 26 7.5 2.2; 194 26 8 3.4
24. 195 26 8 4.4; 196 31 8 0; 197 31 8 1; 198 31 7.5 2.2; 199 31 8 3.4
25. 200 31 8 4.4; 217 21 7.5 7.2; 222 21 7.5 12.2; 227 21 7.5 17.2
26. 232 21 7.5 22.2; 241 22.46 8 7.2; 242 23.46 8 7.2; 243 19.54 8 7.2
27. 244 18.54 8 7.2; 245 22.46 8 12.2; 246 23.46 8 12.2; 247 19.54 8 12.2
28. 248 18.54 8 12.2; 254 22.46 8 22.2; 255 23.46 8 22.2; 256 19.54 8 22.2
29. 257 18.54 8 22.2; 258 22.46 8 17.2; 259 23.46 8 17.2; 260 19.54 8 17.2
30. 261 18.54 8 17.2
31. MEMBER INCIDENCES
32. 70 49 50; 72 50 52; 73 52 53; 74 53 54; 75 54 55; 76 55 56; 77 56 57; 86 58 66
33. 87 66 67; 88 67 68; 89 68 69; 90 69 70; 91 71 72; 92 73 74; 97 72 73; 98 72 79
34. 99 79 80; 100 80 81; 101 81 82; 102 70 71; 103 70 83; 104 83 84; 105 84 85
35. 106 85 86; 107 50 59; 108 59 66; 109 52 60; 110 60 67; 111 53 61; 112 61 68
36. 113 54 62; 114 62 69; 115 55 63; 116 63 71; 117 56 64; 118 64 73; 119 57 65
37. 120 65 74; 121 83 75; 122 75 79; 123 84 76; 124 76 80; 125 85 77; 126 77 81
119
38. 127 86 78; 128 78 82; 129 59 12; 130 60 13; 131 61 14; 132 62 15; 133 63 16
39. 134 64 17; 135 65 18; 136 75 33; 137 76 34; 138 77 35; 139 78 36; 140 49 58
40. 185 88 59; 188 91 60; 190 94 61; 192 97 62; 194 100 63; 196 103 64; 198 106 65
G:\Thesis\Thesis Structural\Structural\footbridge.anl Page
41. 200 109 75; 202 112 76; 204 115 77; 206 118 78; 208 154 88; 223 167 168
42. 224 168 154; 225 169 170; 226 154 169; 227 171 172; 228 173 91; 229 172 173
43. 230 174 175; 231 173 174; 232 176 177; 233 178 94; 234 177 178; 235 179 180
44. 236 178 179; 237 181 182; 238 183 97; 239 182 183; 240 184 185; 241 183 184
45. 242 186 187; 243 188 100; 244 187 188; 245 189 190; 246 188 189; 247 191 192
46. 248 193 103; 249 192 193; 250 194 195; 251 193 194; 252 196 197; 253 198 106
47. 254 197 198; 255 199 200; 256 198 199; 269 217 109; 274 222 112; 279 227 115
48. 284 232 118; 294 241 242; 295 243 244; 296 243 217; 297 241 217; 298 245 246
49. 299 247 248; 300 247 222; 301 245 222; 306 254 255; 307 256 257; 308 256 232
50. 309 254 232; 310 258 259; 311 260 261; 312 260 227; 313 258 227
51. ELEMENT INCIDENCES SHELL
52. 314 50 52 67 66; 315 52 53 68 67; 316 53 54 69 68; 317 54 55 71 69
53. 319 55 56 73 71; 320 56 57 74 73; 321 70 72 79 83; 322 83 84 80 79
54. 323 84 85 81 80; 324 85 86 82 81; 325 49 58 66 50
55. ELEMENT PROPERTY
56. 314 TO 317 319 TO 325 THICKNESS 0.2
57. DEFINE MATERIAL START
58. ISOTROPIC CONCRETE
59. E 2.17185E+007
60. POISSON 0.17
61. DENSITY 23.5616
62. ALPHA 1E-005
63. DAMP 0.05
64. ISOTROPIC STEEL
65. E 2.05E+008
66. POISSON 0.3
67. DENSITY 76.8195
68. ALPHA 1.2E-005
69. DAMP 0.03
70. END DEFINE MATERIAL
71. MEMBER PROPERTY AMERICAN
72. 129 TO 139 PRIS YD 0.4
73. 107 TO 128 PRIS YD 0.375 ZD 0.3
74. 70 72 TO 77 86 TO 92 97 TO 106 140 PRIS YD 0.375 ZD 0.25
75. 185 188 190 192 194 196 198 200 202 204 206 208 228 233 238 243 248 253 269
76.
274 279 284 TABLE ST PIPE OD 0.127 ID 0.1016
77. 223 TO 227 229 TO 232 234 TO 237 239 TO 242 244 TO 247 249 TO 252 254
TO 256 78.
294 TO 301 306 TO 313 TABLE ST PIPE OD 0.0762 ID 0.06985
79. CONSTANTS
80. MATERIAL CONCRETE MEMB 70 72 TO 77 86 TO 92 97 TO 140 314 TO 317
319 TO 325
81. MATERIAL STEEL MEMB 185 188 190 192 194 196 198 200 202 204 206 208
82.
223 TO 256 269 274 279 284 294 TO 301 306 TO 313
120
83. SUPPORTS
84. 12 TO 18 33 TO 36 FIXED
85. DEFINE UBC ACCIDENTAL LOAD
86. ZONE 0.075 I 1 RWX 3 RWZ 3 STYP 1
87. SELFWEIGHT
88. JOINT WEIGHT
89. 12 TO 18 33 TO 36 49 50 52 TO 86 88 91 94 97 100 103 106 109 112 115 118
154 90.
167 TO 200 217 222 227 232 241 TO 248 254 TO 261 WEIGHT -10
91. DEFINE WIND LOAD
92. TYPE 1
93. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
94. ASCE-7-2002:PARAMS 250.000 KMPH 0 1 0 0 0.000 FT 0.000 FT 0.000 FT 1
95.
0 10.000 M 31.000 M 25.000 M 2.000 0.010 0 96.
0 0 1 1 0.719 1.000 0.770 0.850 0 G:\
97. 1 1 1 0.845 0.800 0.000
98. !> END GENERATED DATA BLOCK
99. INT 0.752346 0.752346 0.771368 0.789284 0.806238 0.822345 0.837699
0.852381 100.
0.866456 0.879982 0.893007 0.905573 0.917719 0.929475 0.940871 HEIG 0 4.572
101.
4.98954 5.40708 5.82462 6.24215 6.65969 7.07723 7.49477 7.91231 102.
8.32985 8.74739 9.16492 9.58246 10
103. EXP 1.5 JOINT 12 TO 18 33 TO 36 49 50 52 TO 86 88 91 94 97 100 103 106
109 104.
112 115 118 154 167 TO 200 217 222 227 232 241 TO 248 254 TO 261
105. TYPE 2
108.
0 10.000 M 31.000 M 25.000 M 2.000 0.010 1 109.
0 0 1 1 0.719 1.000 0.770 0.850 0 110.
1 1 1 0.845 0.800 0.000
112. INT 0.940871 0.940871 HEIG 0 10
113. EXP 1.5 JOINT 12 TO 18 33 TO 36 49 50 52 TO 86 88 91 94 97 100 103 106
109 114.
112 115 118 154 167 TO 200 217 222 227 232 241 TO 248 254 TO 261
115. TYPE 3
118.
0 40.000 M 31.000 M 25.000 M 2.000 0.010 2 119.
0 0 1 1 1.065 1.000 0.770 0.850 0 120.
1 1 1 0.838 0.800 0.000
122. INT 1.38612 1.38612 HEIG 0 40
123. EXP 1.5 JOINT 12 TO 18 33 TO 36 49 50 52 TO 86 88 91 94 97 100 103 106
109 124.
121
112 115 118 154 167 TO 200 217 222 227 232 241 TO 248 254 TO 261
125. LOAD 1 LOADTYPE SEISMIC TITLE EARTHQUAKE X
126. UBC LOAD X 1.5 ACC 1.2
127. SELFWEIGHT Y -1
128. LOAD 2 LOADTYPE SEISMIC TITLE EARTHQUAKE Z
129. UBC LOAD Z 1.5 ACC 1.2
131. LOAD 3 LOADTYPE DEAD TITLE DEAD LOAD
133. ONEWAY LOAD
134. YRANGE 5 5 ONE -5.8 XRANGE 0 1 ZRANGE 0 4.4 GY
**WARNING** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4 Note 6.
135. FLOOR LOAD
136. YRANGE 5 5 FLOAD -1.53 XRANGE 1 6 ZRANGE 0 4.4 GY
142. YRANGE 5 5 FLOAD -1.53 XRANGE 18.8 23.8 ZRANGE 4.4 7.2 GY
146. MEMBER LOAD
147. 223 TO 227 229 TO 232 234 TO 237 239 TO 242 244 TO 247 249 TO 252 254
TO 256 148.
294 TO 301 306 TO 313 CON GY -1.4 0.5
149. 223 225 227 230 232 234 235 237 239 240 242 244 245 247 249 250 252 254
255 150.
294 TO 301 306 TO 313 CON GY -1.4 0 0
151. 223 TO 227 229 TO 231 234 TO 236 239 TO 241 244 TO 246 249 250 254 255
294 152.
295 TO 301 306 TO 313 CON GY -1.4 1
153. 70 72 TO 77 86 TO 90 92 97 TO 101 103 TO 106 UNI GY -2.5
154. LOAD 4 LOADTYPE LIVE REDUCIBLE TITLE LIVE LOAD
155. ONEWAY LOAD
156. YRANGE 5 5 ONE -5.8 XRANGE 0 1 ZRANGE 0 4.4 GY
157. FLOOR LOAD
122
168. MEMBER LOAD
169. 223 TO 227 229 TO 232 234 TO 237 239 TO 242 244 TO 247 249 TO 252 254
TO 256 170.
294 TO 301 306 TO 313 CON GY -3 0.5
171. 223 225 227 230 232 234 235 237 239 240 242 244 245 247 249 250 252 254
255 172.
294 TO 301 306 TO 313 CON GY -3 0 0
173. 223 TO 227 229 TO 231 234 TO 236 239 TO 241 244 TO 246 249 250 254 255
294 174.
295 TO 301 306 TO 313 CON GY -3 1
175. LOAD 5 LOADTYPE WIND TITLE WIND LOAD TYPE 1
176. WIND LOAD -X 1 TYPE 1 OPEN
177. WIND LOAD -Z 1 TYPE 1 OPEN
179. WIND LOAD -X -1 TYPE 2 OPEN
180. WIND LOAD -Z 1 TYPE 2 OPEN
182. WIND LOAD -X 1 TYPE 3 OPEN
183. WIND LOAD -Z -1 TYPE 3 OPEN
184. LOAD COMB 8 DL + LL
185. 3 1.2 4 1.6
186. LOAD COMB 9 DL + LL + EQX
187. 1 1.2 3 1.6 4 1.0
188. LOAD COMB 10 DL + LL + EQZ
189. 2 1.2 3 1.6 4 1.0
190. LOAD COMB 11 DL + LL + WL1
191. 3 1.2 4 1.6 5 1.0
193. 3 1.2 4 1.6 6 1.0
195. 3 1.2 4 1.6 7 1.0
196. PERFORM ANALYSIS PRINT ALL
PROBLEM STATISTICS
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 114/ 135/ 11
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 39/ 16/ 90 DOF
TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM = 618
SIZE OF STIFFNESS MATRIX = 56 DOUBLE KILO-WORDS
123
REQRD/AVAIL. DISK SPACE = 12.9/ 751.8 MB
LOADING 1 LOADTYPE SEISMIC TITLE EARTHQUAKE X
SELFWEIGHT Y -1.000
ACTUAL WEIGHT OF THE STRUCTURE = 1540.851 KN
LOADING 2 LOADTYPE SEISMIC TITLE EARTHQUAKE Z
SELFWEIGHT Y -1.000
LOADING 3 LOADTYPE DEAD TITLE DEAD LOAD
SELFWEIGHT Y -1.000
MEMBER LOAD -UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
108 -2.9000 GY 0.00 2.20
107 -2.9000 GY 0.00 2.20
140 -2.9000 GY 0.00 4.40
72 -0.0579 GY 0.18
72 -0.1736 GY 0.43
72 -0.2893 GY 0.70
72 -0.4050 GY 0.97
124
72 -0.5207 GY 1.24
72 -0.6364 GY 1.52
72 -0.7521 GY 1.79
72 -0.8678 GY 2.07
72 -3.3660 GY 2.20 2.80
72 -0.8678 GY 2.93
72 -0.7521 GY 3.21
72 -0.6364 GY 3.48
72 -0.5207 GY 3.76
72 -0.4050 GY 4.03
72 -0.2893 GY 4.30
72 -0.1736 GY 4.57
72 -0.0579 GY 4.82
STAAD SPACE --PAGE NO. 7
109 -0.0579 GY 0.18
109 -0.1736 GY 0.43
109 -0.2893 GY 0.70
109 -0.4050 GY 0.97
109 -0.5207 GY 1.24
109 -0.6364 GY 1.52
109 -0.7521 GY 1.79
109 -0.8678 GY 2.07
110 -0.8678 GY 0.13
110 -0.7521 GY 0.41
110 -0.6364 GY 0.68
110 -0.5207 GY 0.96
110 -0.4050 GY 1.23
110 -0.2893 GY 1.50
110 -0.1736 GY 1.77
110 -0.0579 GY 2.02
87 -0.0579 GY 0.18
87 -0.1736 GY 0.43
87 -0.2893 GY 0.70
87 -0.4050 GY 0.97
87 -0.5207 GY 1.24
87 -0.6364 GY 1.52
87 -0.7521 GY 1.79
87 -0.8678 GY 2.07
87 -3.3660 GY 2.20 2.80
87 -0.8678 GY 2.93
87 -0.7521 GY 3.21
87 -0.6364 GY 3.48
87 -0.5207 GY 3.76
87 -0.4050 GY 4.03
87 -0.2893 GY 4.30
87 -0.1736 GY 4.57
87 -0.0579 GY 4.82
108 -0.8678 GY 0.13
108 -0.7521 GY 0.41
108 -0.6364 GY 0.68
125
108 -0.5207 GY 0.96
108 -0.4050 GY 1.23
108 -0.2893 GY 1.50
108 -0.1736 GY 1.77
108 -0.0579 GY 2.02
107 -0.0579 GY 0.18
107 -0.1736 GY 0.43
107 -0.2893 GY 0.70
107 -0.4050 GY 0.97
107 -0.5207 GY 1.24
107 -0.6364 GY 1.52
107 -0.7521 GY 1.79
107 -0.8678 GY 2.07
73 -0.0579 GY 0.18
73 -0.1736 GY 0.43
73 -0.2893 GY 0.70
73 -0.4050 GY 0.97
73 -0.5207 GY 1.24
73 -0.6364 GY 1.52
73 -0.7521 GY 1.79
73 -0.8678 GY 2.07
73 -3.3660 GY 2.20 2.80
73 -0.8678 GY 2.93
73 -0.7521 GY 3.21
73 -0.6364 GY 3.48
73 -0.5207 GY 3.76
73 -0.4050 GY 4.03
73 -0.2893 GY 4.30
73 -0.1736 GY 4.57
73 -0.0579 GY 4.82
111 -0.0579 GY 0.18
111 -0.1736 GY 0.43
111 -0.2893 GY 0.70
111 -0.4050 GY 0.97
111 -0.5207 GY 1.24
111 -0.6364 GY 1.52
111 -0.7521 GY 1.79
111 -0.8678 GY 2.07
112 -0.8678 GY 0.13
112 -0.7521 GY 0.41
112 -0.6364 GY 0.68
112 -0.5207 GY 0.96
112 -0.4050 GY 1.23
112 -0.2893 GY 1.50
112 -0.1736 GY 1.77
112 -0.0579 GY 2.02
88 -0.0579 GY 0.18
126
88 -0.1736 GY 0.43
88 -0.2893 GY 0.70
88 -0.4050 GY 0.97
88 -0.5207 GY 1.24
88 -0.6364 GY 1.52
88 -0.7521 GY 1.79
88 -0.8678 GY 2.07
88 -3.3660 GY 2.20 2.80
88 -0.8678 GY 2.93
88 -0.7521 GY 3.21
88 -0.6364 GY 3.48
88 -0.5207 GY 3.76
88 -0.4050 GY 4.03
88 -0.2893 GY 4.30
88 -0.1736 GY 4.57
88 -0.0579 GY 4.82
110 -0.8678 GY 0.13
110 -0.7521 GY 0.41
110 -0.6364 GY 0.68
110 -0.5207 GY 0.96
110 -0.4050 GY 1.23
110 -0.2893 GY 1.50
110 -0.1736 GY 1.77
110 -0.0579 GY 2.02
109 -0.0579 GY 0.18
109 -0.1736 GY 0.43
109 -0.2893 GY 0.70
109 -0.4050 GY 0.97
109 -0.5207 GY 1.24
109 -0.6364 GY 1.52
109 -0.7521 GY 1.79
109 -0.8678 GY 2.07
74 -0.0579 GY 0.18
74 -0.1736 GY 0.43
74 -0.2893 GY 0.70
74 -0.4050 GY 0.97
74 -0.5207 GY 1.24
74 -0.6364 GY 1.52
74 -0.7521 GY 1.79
74 -0.8678 GY 2.07
74 -3.3660 GY 2.20 2.80
74 -0.8678 GY 2.93
74 -0.7521 GY 3.21
74 -0.6364 GY 3.48
74 -0.5207 GY 3.76
74 -0.4050 GY 4.03
74 -0.2893 GY 4.30
127
74 -0.1736 GY 4.57
74 -0.0579 GY 4.82
113 -0.0579 GY 0.18
113 -0.1736 GY 0.43
113 -0.2893 GY 0.70
113 -0.4050 GY 0.97
113 -0.5207 GY 1.24
113 -0.6364 GY 1.52
113 -0.7521 GY 1.79
113 -0.8678 GY 2.07
114 -0.8678 GY 0.13
114 -0.7521 GY 0.41
114 -0.6364 GY 0.68
114 -0.5207 GY 0.96
114 -0.4050 GY 1.23
114 -0.2893 GY 1.50
114 -0.1736 GY 1.77
114 -0.0579 GY 2.02
89 -0.0579 GY 0.18
89 -0.1736 GY 0.43
89 -0.2893 GY 0.70
89 -0.4050 GY 0.97
89 -0.5207 GY 1.24
89 -0.6364 GY 1.52
89 -0.7521 GY 1.79
89 -0.8678 GY 2.07
89 -3.3660 GY 2.20 2.80
89 -0.8678 GY 2.93
89 -0.7521 GY 3.21
89 -0.6364 GY 3.48
89 -0.5207 GY 3.76
89 -0.4050 GY 4.03
89 -0.2893 GY 4.30
89 -0.1736 GY 4.57
89 -0.0579 GY 4.82
112 -0.8678 GY 0.13
112 -0.7521 GY 0.41
112 -0.6364 GY 0.68
112 -0.5207 GY 0.96
112 -0.4050 GY 1.23
112 -0.2893 GY 1.50
112 -0.1736 GY 1.77
112 -0.0579 GY 2.02
111 -0.0579 GY 0.18
111 -0.1736 GY 0.43
111 -0.2893 GY 0.70
111 -0.4050 GY 0.97
111 -0.5207 GY 1.24
111 -0.6364 GY 1.52
128
111 -0.7521 GY 1.79
111 -0.8678 GY 2.07
75 -0.0579 GY 0.18
75 -0.1736 GY 0.43
75 -0.2893 GY 0.70
75 -0.4050 GY 0.97
75 -0.5207 GY 1.24
75 -0.6364 GY 1.52
75 -0.7521 GY 1.79
75 -0.8678 GY 2.07
75 -3.3660 GY 2.20 2.80
75 -0.8678 GY 2.93
75 -0.7521 GY 3.21
75 -0.6364 GY 3.48
75 -0.5207 GY 3.76
75 -0.4050 GY 4.03
75 -0.2893 GY 4.30
75 -0.1736 GY 4.57
75 -0.0579 GY 4.82
115 -0.0579 GY 0.18
115 -0.1736 GY 0.43
115 -0.2893 GY 0.70
115 -0.4050 GY 0.97
115 -0.5207 GY 1.24
115 -0.6364 GY 1.52
115 -0.7521 GY 1.79
115 -0.8678 GY 2.07
116 -0.8678 GY 0.13
116 -0.7521 GY 0.41
116 -0.6364 GY 0.68
116 -0.5207 GY 0.96
116 -0.4050 GY 1.23
116 -0.2893 GY 1.50
116 -0.1736 GY 1.77
116 -0.0579 GY 2.02
102 -0.8678 GY 0.13
102 -0.7521 GY 0.41
102 -0.6364 GY 0.68
102 -0.5207 GY 0.96
102 -0.4050 GY 1.23
102 -0.2893 GY 1.50
102 -0.1736 GY 1.77
102 -0.0579 GY 2.02
90 -0.0579 GY 0.18
90 -0.1736 GY 0.43
90 -0.2893 GY 0.70
90 -0.4050 GY 0.97
129
90 -0.5207 GY 1.24
90 -0.6364 GY 1.52
90 -0.7521 GY 1.79
90 -0.8678 GY 2.07
90 -3.3660 GY 2.20 2.80
114 -0.8678 GY 0.13
114 -0.7521 GY 0.41
114 -0.6364 GY 0.68
114 -0.5207 GY 0.96
114 -0.4050 GY 1.23
114 -0.2893 GY 1.50
114 -0.1736 GY 1.77
114 -0.0579 GY 2.02
113 -0.0579 GY 0.18
113 -0.1736 GY 0.43
113 -0.2893 GY 0.70
113 -0.4050 GY 0.97
113 -0.5207 GY 1.24
113 -0.6364 GY 1.52
113 -0.7521 GY 1.79
113 -0.8678 GY 2.07
76 -0.0579 GY 0.18
76 -0.1736 GY 0.43
76 -0.2893 GY 0.70
76 -0.4050 GY 0.97
76 -0.5207 GY 1.24
76 -0.6364 GY 1.52
76 -0.7521 GY 1.79
76 -0.8678 GY 2.07
76 -3.3660 GY 2.20 2.80
76 -0.8678 GY 2.93
76 -0.7521 GY 3.21
76 -0.6364 GY 3.48
76 -0.5207 GY 3.76
76 -0.4050 GY 4.03
76 -0.2893 GY 4.30
76 -0.1736 GY 4.57
76 -0.0579 GY 4.82
117 -0.0579 GY 0.18
117 -0.1736 GY 0.43
117 -0.2893 GY 0.70
117 -0.4050 GY 0.97
117 -0.5207 GY 1.24
117 -0.6364 GY 1.52
117 -0.7521 GY 1.79
117 -0.8678 GY 2.07
118 -0.8678 GY 0.13
130
118 -0.7521 GY 0.41
118 -0.6364 GY 0.68
118 -0.5207 GY 0.96
118 -0.4050 GY 1.23
118 -0.2893 GY 1.50
118 -0.1736 GY 1.77
118 -0.0579 GY 2.02
97 -0.8678 GY 0.73
97 -0.7521 GY 1.01
97 -0.6364 GY 1.28
97 -0.5207 GY 1.56
97 -0.4050 GY 1.83
97 -0.2893 GY 2.10
97 -0.1736 GY 2.37
97 -0.0579 GY 2.62
97 -3.3660 GY 0.00 0.60
91 -0.0579 GY 0.18
91 -0.1736 GY 0.43
91 -0.2893 GY 0.70
91 -0.4050 GY 0.97
91 -0.5207 GY 1.24
91 -0.6364 GY 1.52
91 -0.7521 GY 1.79
91 -0.8678 GY 2.07
116 -0.8678 GY 0.13
116 -0.7521 GY 0.41
116 -0.6364 GY 0.68
116 -0.5207 GY 0.96
116 -0.4050 GY 1.23
116 -0.2893 GY 1.50
116 -0.1736 GY 1.77
116 -0.0579 GY 2.02
115 -0.0579 GY 0.18
115 -0.1736 GY 0.43
115 -0.2893 GY 0.70
115 -0.4050 GY 0.97
115 -0.5207 GY 1.24
115 -0.6364 GY 1.52
115 -0.7521 GY 1.79
115 -0.8678 GY 2.07
77 -0.0579 GY 0.18
77 -0.1736 GY 0.43
77 -0.2893 GY 0.70
77 -0.4050 GY 0.97
77 -0.5207 GY 1.24
77 -0.6364 GY 1.52
77 -0.7521 GY 1.79
131
77 -0.8678 GY 2.07
77 -3.3660 GY 2.20 2.80
77 -0.8678 GY 2.93
77 -0.7521 GY 3.21
77 -0.6364 GY 3.48
77 -0.5207 GY 3.76
77 -0.4050 GY 4.03
77 -0.2893 GY 4.30
77 -0.1736 GY 4.57
77 -0.0579 GY 4.82
119 -0.0579 GY 0.18
119 -0.1736 GY 0.43
119 -0.2893 GY 0.70
119 -0.4050 GY 0.97
119 -0.5207 GY 1.24
119 -0.6364 GY 1.52
119 -0.7521 GY 1.79
119 -0.8678 GY 2.07
120 -0.8678 GY 0.13
120 -0.7521 GY 0.41
120 -0.6364 GY 0.68
120 -0.5207 GY 0.96
120 -0.4050 GY 1.23
120 -0.2893 GY 1.50
120 -0.1736 GY 1.77
120 -0.0579 GY 2.02
92 -0.0579 GY 0.18
92 -0.1736 GY 0.43
92 -0.2893 GY 0.70
92 -0.4050 GY 0.97
92 -0.5207 GY 1.24
92 -0.6364 GY 1.52
92 -0.7521 GY 1.79
92 -0.8678 GY 2.07
92 -3.3660 GY 2.20 2.80
92 -0.8678 GY 2.93
92 -0.7521 GY 3.21
92 -0.6364 GY 3.48
92 -0.5207 GY 3.76
92 -0.4050 GY 4.03
92 -0.2893 GY 4.30
92 -0.1736 GY 4.57
92 -0.0579 GY 4.82
118 -0.8678 GY 0.13
118 -0.7521 GY 0.41
118 -0.6364 GY 0.68
118 -0.5207 GY 0.96
118 -0.4050 GY 1.23
118 -0.2893 GY 1.50
132
118 -0.1736 GY 1.77
118 -0.0579 GY 2.02
117 -0.0579 GY 0.18
117 -0.1736 GY 0.43
117 -0.2893 GY 0.70
117 -0.4050 GY 0.97
117 -0.5207 GY 1.24
117 -0.6364 GY 1.52
117 -0.7521 GY 1.79
117 -0.8678 GY 2.07
98 -0.0234 GY 0.12
98 -0.0703 GY 0.27
98 -0.1171 GY 0.44
98 -0.1640 GY 0.62
98 -0.2109 GY 0.79
98 -0.2577 GY 0.97
98 -0.3046 GY 1.14
98 -0.3514 GY 1.31
98 -0.3514 GY 1.49
98 -0.3046 GY 1.66
98 -0.2577 GY 1.83
98 -0.2109 GY 2.01
98 -0.1640 GY 2.18
98 -0.1171 GY 2.36
98 -0.0703 GY 2.53
98 -0.0234 GY 2.68
122 -0.3514 GY 0.89
122 -0.3046 GY 1.06
122 -0.2577 GY 1.23
122 -0.2109 GY 1.41
122 -0.1640 GY 1.58
122 -0.1171 GY 1.76
122 -0.0703 GY 1.93
122 -0.0234 GY 2.08
122 -2.1420 GY 0.00 0.80
121 -0.0234 GY 0.12
121 -0.0703 GY 0.27
121 -0.1171 GY 0.44
121 -0.1640 GY 0.62
121 -0.2109 GY 0.79
121 -0.2577 GY 0.97
121 -0.3046 GY 1.14
121 -0.3514 GY 1.31
121 -2.1420 GY 1.40 2.20
103 -0.0234 GY 0.12
103 -0.0703 GY 0.27
103 -0.1171 GY 0.44
133
103 -0.1640 GY 0.62
103 -0.2109 GY 0.79
103 -0.2577 GY 0.97
103 -0.3046 GY 1.14
103 -0.3514 GY 1.31
103 -0.3514 GY 1.49
103 -0.3046 GY 1.66
103 -0.2577 GY 1.83
103 -0.2109 GY 2.01
103 -0.1640 GY 2.18
103 -0.1171 GY 2.36
103 -0.0703 GY 2.53
103 -0.0234 GY 2.68
102 -2.1420 GY 1.40 2.20
102 -0.0234 GY 0.12
102 -0.0703 GY 0.27
102 -0.1171 GY 0.44
102 -0.1640 GY 0.62
102 -0.2109 GY 0.79
102 -0.2577 GY 0.97
102 -0.3046 GY 1.14
102 -0.3514 GY 1.31
91 -2.1420 GY 0.00 0.80
91 -0.3514 GY 0.89
91 -0.3046 GY 1.06
91 -0.2577 GY 1.23
91 -0.2109 GY 1.41
91 -0.1640 GY 1.58
91 -0.1171 GY 1.76
91 -0.0703 GY 1.93
91 -0.0234 GY 2.08
99 -0.0579 GY 0.18
99 -0.1736 GY 0.43
99 -0.2893 GY 0.70
99 -0.4050 GY 0.97
99 -0.5207 GY 1.24
99 -0.6364 GY 1.52
99 -0.7521 GY 1.79
99 -0.8678 GY 2.07
99 -3.3660 GY 2.20 2.80
99 -0.8678 GY 2.93
99 -0.7521 GY 3.21
99 -0.6364 GY 3.48
99 -0.5207 GY 3.76
99 -0.4050 GY 4.03
99 -0.2893 GY 4.30
99 -0.1736 GY 4.57
134
99 -0.0579 GY 4.82
124 -0.8678 GY 0.13
124 -0.7521 GY 0.41
124 -0.6364 GY 0.68
124 -0.5207 GY 0.96
124 -0.4050 GY 1.23
124 -0.2893 GY 1.50
124 -0.1736 GY 1.77
124 -0.0579 GY 2.02
123 -0.0579 GY 0.18
123 -0.1736 GY 0.43
123 -0.2893 GY 0.70
123 -0.4050 GY 0.97
123 -0.5207 GY 1.24
123 -0.6364 GY 1.52
123 -0.7521 GY 1.79
123 -0.8678 GY 2.07
104 -0.0579 GY 0.18
104 -0.1736 GY 0.43
104 -0.2893 GY 0.70
104 -0.4050 GY 0.97
104 -0.5207 GY 1.24
104 -0.6364 GY 1.52
104 -0.7521 GY 1.79
104 -0.8678 GY 2.07
104 -3.3660 GY 2.20 2.80
104 -0.8678 GY 2.93
104 -0.7521 GY 3.21
104 -0.6364 GY 3.48
104 -0.5207 GY 3.76
104 -0.4050 GY 4.03
104 -0.2893 GY 4.30
104 -0.1736 GY 4.57
104 -0.0579 GY 4.82
121 -0.0579 GY 0.18
121 -0.1736 GY 0.43
121 -0.2893 GY 0.70
121 -0.4050 GY 0.97
121 -0.5207 GY 1.24
121 -0.6364 GY 1.52
121 -0.7521 GY 1.79
121 -0.8678 GY 2.07
122 -0.8678 GY 0.13
122 -0.7521 GY 0.41
122 -0.6364 GY 0.68
122 -0.5207 GY 0.96
122 -0.4050 GY 1.23
122 -0.2893 GY 1.50
122 -0.1736 GY 1.77
122 -0.0579 GY 2.02
135
100 -0.0579 GY 0.18
100 -0.1736 GY 0.43
100 -0.2893 GY 0.70
100 -0.4050 GY 0.97
100 -0.5207 GY 1.24
100 -0.6364 GY 1.52
100 -0.7521 GY 1.79
100 -0.8678 GY 2.07
100 -3.3660 GY 2.20 2.80
100 -0.8678 GY 2.93
100 -0.7521 GY 3.21
100 -0.6364 GY 3.48
100 -0.5207 GY 3.76
100 -0.4050 GY 4.03
100 -0.2893 GY 4.30
100 -0.1736 GY 4.57
100 -0.0579 GY 4.82
126 -0.8678 GY 0.13
126 -0.7521 GY 0.41
126 -0.6364 GY 0.68
126 -0.5207 GY 0.96
126 -0.4050 GY 1.23
126 -0.2893 GY 1.50
126 -0.1736 GY 1.77
126 -0.0579 GY 2.02
125 -0.0579 GY 0.18
125 -0.1736 GY 0.43
125 -0.2893 GY 0.70
125 -0.4050 GY 0.97
125 -0.5207 GY 1.24
125 -0.6364 GY 1.52
125 -0.7521 GY 1.79
125 -0.8678 GY 2.07
105 -0.0579 GY 0.18
105 -0.1736 GY 0.43
105 -0.2893 GY 0.70
105 -0.4050 GY 0.97
105 -0.5207 GY 1.24
105 -0.6364 GY 1.52
105 -0.7521 GY 1.79
105 -0.8678 GY 2.07
105 -3.3660 GY 2.20 2.80
105 -0.8678 GY 2.93
105 -0.7521 GY 3.21
105 -0.6364 GY 3.48
105 -0.5207 GY 3.76
105 -0.4050 GY 4.03
136
105 -0.2893 GY 4.30
105 -0.1736 GY 4.57
105 -0.0579 GY 4.82
123 -0.0579 GY 0.18
123 -0.1736 GY 0.43
123 -0.2893 GY 0.70
123 -0.4050 GY 0.97
123 -0.5207 GY 1.24
123 -0.6364 GY 1.52
123 -0.7521 GY 1.79
123 -0.8678 GY 2.07
124 -0.8678 GY 0.13
124 -0.7521 GY 0.41
124 -0.6364 GY 0.68
124 -0.5207 GY 0.96
124 -0.4050 GY 1.23
124 -0.2893 GY 1.50
124 -0.1736 GY 1.77
124 -0.0579 GY 2.02
101 -0.0579 GY 0.18
101 -0.1736 GY 0.43
101 -0.2893 GY 0.70
101 -0.4050 GY 0.97
101 -0.5207 GY 1.24
101 -0.6364 GY 1.52
101 -0.7521 GY 1.79
101 -0.8678 GY 2.07
101 -3.3660 GY 2.20 2.80
101 -0.8678 GY 2.93
101 -0.7521 GY 3.21
101 -0.6364 GY 3.48
101 -0.5207 GY 3.76
101 -0.4050 GY 4.03
101 -0.2893 GY 4.30
101 -0.1736 GY 4.57
101 -0.0579 GY 4.82
128 -0.8678 GY 0.13
128 -0.7521 GY 0.41
128 -0.6364 GY 0.68
128 -0.5207 GY 0.96
128 -0.4050 GY 1.23
128 -0.2893 GY 1.50
128 -0.1736 GY 1.77
128 -0.0579 GY 2.02
127 -0.0579 GY 0.18
127 -0.1736 GY 0.43
127 -0.2893 GY 0.70
137
127 -0.4050 GY 0.97
127 -0.5207 GY 1.24
127 -0.6364 GY 1.52
127 -0.7521 GY 1.79
127 -0.8678 GY 2.07
106 -0.0579 GY 0.18
106 -0.1736 GY 0.43
106 -0.2893 GY 0.70
106 -0.4050 GY 0.97
106 -0.5207 GY 1.24
106 -0.6364 GY 1.52
106 -0.7521 GY 1.79
106 -0.8678 GY 2.07
106 -3.3660 GY 2.20 2.80
106 -0.8678 GY 2.93
106 -0.7521 GY 3.21
106 -0.6364 GY 3.48
106 -0.5207 GY 3.76
106 -0.4050 GY 4.03
106 -0.2893 GY 4.30
106 -0.1736 GY 4.57
106 -0.0579 GY 4.82
125 -0.0579 GY 0.18
125 -0.1736 GY 0.43
125 -0.2893 GY 0.70
125 -0.4050 GY 0.97
125 -0.5207 GY 1.24
125 -0.6364 GY 1.52
125 -0.7521 GY 1.79
125 -0.8678 GY 2.07
126 -0.8678 GY 0.13
126 -0.7521 GY 0.41
126 -0.6364 GY 0.68
126 -0.5207 GY 0.96
126 -0.4050 GY 1.23
126 -0.2893 GY 1.50
126 -0.1736 GY 1.77
126 -0.0579 GY 2.02
223 -1.4000 GY 0.50
224 -1.4000 GY 0.50
225 -1.4000 GY 0.50
226 -1.4000 GY 0.50
227 -1.4000 GY 0.50
229 -1.4000 GY 0.50
230 -1.4000 GY 0.50
231 -1.4000 GY 0.50
232 -1.4000 GY 0.50
138
234 -1.4000 GY 0.50
235 -1.4000 GY 0.50
236 -1.4000 GY 0.50
237 -1.4000 GY 0.50
239 -1.4000 GY 0.50
240 -1.4000 GY 0.50
241 -1.4000 GY 0.50
242 -1.4000 GY 0.50
244 -1.4000 GY 0.50
245 -1.4000 GY 0.50
246 -1.4000 GY 0.50
247 -1.4000 GY 0.50
249 -1.4000 GY 0.50
250 -1.4000 GY 0.50
251 -1.4000 GY 0.50
252 -1.4000 GY 0.50
254 -1.4000 GY 0.50
255 -1.4000 GY 0.50
256 -1.4000 GY 0.50
294 -1.4000 GY 0.50
295 -1.4000 GY 0.50
296 -1.4000 GY 0.50
297 -1.4000 GY 0.50
298 -1.4000 GY 0.50
299 -1.4000 GY 0.50
300 -1.4000 GY 0.50
301 -1.4000 GY 0.50
306 -1.4000 GY 0.50
307 -1.4000 GY 0.50
308 -1.4000 GY 0.50
309 -1.4000 GY 0.50
310 -1.4000 GY 0.50
311 -1.4000 GY 0.50
312 -1.4000 GY 0.50
313 -1.4000 GY 0.50
223 -1.4000 GY 0.00
225 -1.4000 GY 0.00
227 -1.4000 GY 0.00
230 -1.4000 GY 0.00
232 -1.4000 GY 0.00
234 -1.4000 GY 0.00
235 -1.4000 GY 0.00
237 -1.4000 GY 0.00
239 -1.4000 GY 0.00
240 -1.4000 GY 0.00
242 -1.4000 GY 0.00
244 -1.4000 GY 0.00
139
245 -1.4000 GY 0.00
247 -1.4000 GY 0.00
249 -1.4000 GY 0.00
250 -1.4000 GY 0.00
252 -1.4000 GY 0.00
254 -1.4000 GY 0.00
255 -1.4000 GY 0.00
294 -1.4000 GY 0.00
295 -1.4000 GY 0.00
296 -1.4000 GY 0.00
297 -1.4000 GY 0.00
298 -1.4000 GY 0.00
299 -1.4000 GY 0.00
300 -1.4000 GY 0.00
301 -1.4000 GY 0.00
306 -1.4000 GY 0.00
307 -1.4000 GY 0.00
308 -1.4000 GY 0.00
309 -1.4000 GY 0.00
310 -1.4000 GY 0.00
311 -1.4000 GY 0.00
312 -1.4000 GY 0.00
313 -1.4000 GY 0.00
223 -1.4000 GY 1.00
224 -1.4000 GY 1.00
225 -1.4000 GY 1.00
226 -1.4000 GY 1.00
227 -1.4000 GY 1.00
229 -1.4000 GY 1.00
230 -1.4000 GY 1.00
231 -1.4000 GY 1.00
234 -1.4000 GY 1.00
235 -1.4000 GY 1.00
236 -1.4000 GY 1.00
239 -1.4000 GY 1.00
240 -1.4000 GY 1.00
241 -1.4000 GY 1.00
244 -1.4000 GY 1.00
245 -1.4000 GY 1.00
246 -1.4000 GY 1.00
249 -1.4000 GY 1.00
250 -1.4000 GY 1.00
254 -1.4000 GY 1.00
255 -1.4000 GY 1.00
294 -1.4000 GY 1.00
295 -1.4000 GY 1.00
296 -1.4000 GY 1.00
297 -1.4000 GY 1.00
298 -1.4000 GY 1.00
140
299 -1.4000 GY 1.00
300 -1.4000 GY 1.00
301 -1.4000 GY 1.00
306 -1.4000 GY 1.00
307 -1.4000 GY 1.00
308 -1.4000 GY 1.00
309 -1.4000 GY 1.00
310 -1.4000 GY 1.00
311 -1.4000 GY 1.00
312 -1.4000 GY 1.00
313 -1.4000 GY 1.00
70 -2.5000 GY 0.00 1.00
72 -2.5000 GY 0.00 5.00
73 -2.5000 GY 0.00 5.00
74 -2.5000 GY 0.00 5.00
75 -2.5000 GY 0.00 5.00
76 -2.5000 GY 0.00 5.00
77 -2.5000 GY 0.00 5.00
86 -2.5000 GY 0.00 1.00
87 -2.5000 GY 0.00 5.00
88 -2.5000 GY 0.00 5.00
89 -2.5000 GY 0.00 5.00
90 -2.5000 GY 0.00 2.80
92 -2.5000 GY 0.00 5.00
97 -2.5000 GY 0.00 2.80
98 -2.5000 GY 0.00 2.80
99 -2.5000 GY 0.00 5.00
100 -2.5000 GY 0.00 5.00
101 -2.5000 GY 0.00 5.00
103 -2.5000 GY 0.00 2.80
104 -2.5000 GY 0.00 5.00
105 -2.5000 GY 0.00 5.00
106 -2.5000 GY 0.00 5.00
LOADING 4 LOADTYPE LIVE REDUCIBLE TITLE LIVE LOAD
108 -2.9000 GY 0.00 2.20
141
107 -2.9000 GY 0.00 2.20
140 -2.9000 GY 0.00 4.40
72 -0.2193 GY 0.18
72 -0.6579 GY 0.43
72 -1.0966 GY 0.70
72 -1.5352 GY 0.97
72 -1.9738 GY 1.24
72 -2.4124 GY 1.52
72 -2.8511 GY 1.79
72 -3.2897 GY 2.07
72 -12.7600 GY 2.20 2.80
72 -3.2897 GY 2.93
72 -2.8511 GY 3.21
72 -2.4124 GY 3.48
72 -1.9738 GY 3.76
72 -1.5352 GY 4.03
72 -1.0966 GY 4.30
72 -0.6579 GY 4.57
72 -0.2193 GY 4.82
109 -0.2193 GY 0.18
109 -0.6579 GY 0.43
109 -1.0966 GY 0.70
109 -1.5352 GY 0.97
109 -1.9738 GY 1.24
109 -2.4124 GY 1.52
109 -2.8511 GY 1.79
109 -3.2897 GY 2.07
110 -3.2897 GY 0.13
110 -2.8511 GY 0.41
110 -2.4124 GY 0.68
110 -1.9738 GY 0.96
110 -1.5352 GY 1.23
110 -1.0966 GY 1.50
110 -0.6579 GY 1.77
110 -0.2193 GY 2.02
87 -0.2193 GY 0.18
87 -0.6579 GY 0.43
87 -1.0966 GY 0.70
87 -1.5352 GY 0.97
142
87 -1.9738 GY 1.24
87 -2.4124 GY 1.52
87 -2.8511 GY 1.79
87 -3.2897 GY 2.07
87 -12.7600 GY 2.20 2.80
87 -3.2897 GY 2.93
87 -2.8511 GY 3.21
87 -2.4124 GY 3.48
87 -1.9738 GY 3.76
87 -1.5352 GY 4.03
87 -1.0966 GY 4.30
87 -0.6579 GY 4.57
87 -0.2193 GY 4.82
108 -3.2897 GY 0.13
108 -2.8511 GY 0.41
108 -2.4124 GY 0.68
108 -1.9738 GY 0.96
108 -1.5352 GY 1.23
108 -1.0966 GY 1.50
108 -0.6579 GY 1.77
108 -0.2193 GY 2.02
107 -0.2193 GY 0.18
107 -0.6579 GY 0.43
107 -1.0966 GY 0.70
107 -1.5352 GY 0.97
107 -1.9738 GY 1.24
107 -2.4124 GY 1.52
107 -2.8511 GY 1.79
107 -3.2897 GY 2.07
73 -0.2193 GY 0.18
73 -0.6579 GY 0.43
73 -1.0966 GY 0.70
73 -1.5352 GY 0.97
73 -1.9738 GY 1.24
73 -2.4124 GY 1.52
73 -2.8511 GY 1.79
73 -3.2897 GY 2.07
73 -12.7600 GY 2.20 2.80
73 -3.2897 GY 2.93
73 -2.8511 GY 3.21
73 -2.4124 GY 3.48
73 -1.9738 GY 3.76
73 -1.5352 GY 4.03
73 -1.0966 GY 4.30
73 -0.6579 GY 4.57
73 -0.2193 GY 4.82
111 -0.2193 GY 0.18
143
111 -0.6579 GY 0.43
111 -1.0966 GY 0.70
111 -1.5352 GY 0.97
111 -1.9738 GY 1.24
111 -2.4124 GY 1.52
111 -2.8511 GY 1.79
111 -3.2897 GY 2.07
112 -3.2897 GY 0.13
112 -2.8511 GY 0.41
112 -2.4124 GY 0.68
112 -1.9738 GY 0.96
112 -1.5352 GY 1.23
112 -1.0966 GY 1.50
112 -0.6579 GY 1.77
112 -0.2193 GY 2.02
88 -0.2193 GY 0.18
88 -0.6579 GY 0.43
88 -1.0966 GY 0.70
88 -1.5352 GY 0.97
88 -1.9738 GY 1.24
88 -2.4124 GY 1.52
88 -2.8511 GY 1.79
88 -3.2897 GY 2.07
88 -12.7600 GY 2.20 2.80
88 -3.2897 GY 2.93
88 -2.8511 GY 3.21
88 -2.4124 GY 3.48
88 -1.9738 GY 3.76
88 -1.5352 GY 4.03
88 -1.0966 GY 4.30
88 -0.6579 GY 4.57
88 -0.2193 GY 4.82
110 -3.2897 GY 0.13
110 -2.8511 GY 0.41
110 -2.4124 GY 0.68
110 -1.9738 GY 0.96
110 -1.5352 GY 1.23
110 -1.0966 GY 1.50
110 -0.6579 GY 1.77
110 -0.2193 GY 2.02
109 -0.2193 GY 0.18
109 -0.6579 GY 0.43
109 -1.0966 GY 0.70
109 -1.5352 GY 0.97
109 -1.9738 GY 1.24
109 -2.4124 GY 1.52
109 -2.8511 GY 1.79
109 -3.2897 GY 2.07
144
74 -0.2193 GY 0.18
74 -0.6579 GY 0.43
74 -1.0966 GY 0.70
74 -1.5352 GY 0.97
74 -1.9738 GY 1.24
74 -2.4124 GY 1.52
74 -2.8511 GY 1.79
74 -3.2897 GY 2.07
74 -12.7600 GY 2.20 2.80
74 -3.2897 GY 2.93
74 -2.8511 GY 3.21
74 -2.4124 GY 3.48
74 -1.9738 GY 3.76
74 -1.5352 GY 4.03
74 -1.0966 GY 4.30
74 -0.6579 GY 4.57
74 -0.2193 GY 4.82
113 -0.2193 GY 0.18
113 -0.6579 GY 0.43
113 -1.0966 GY 0.70
113 -1.5352 GY 0.97
113 -1.9738 GY 1.24
113 -2.4124 GY 1.52
113 -2.8511 GY 1.79
113 -3.2897 GY 2.07
114 -3.2897 GY 0.13
114 -2.8511 GY 0.41
114 -2.4124 GY 0.68
114 -1.9738 GY 0.96
114 -1.5352 GY 1.23
114 -1.0966 GY 1.50
114 -0.6579 GY 1.77
114 -0.2193 GY 2.02
89 -0.2193 GY 0.18
89 -0.6579 GY 0.43
89 -1.0966 GY 0.70
89 -1.5352 GY 0.97
89 -1.9738 GY 1.24
89 -2.4124 GY 1.52
89 -2.8511 GY 1.79
89 -3.2897 GY 2.07
89 -12.7600 GY 2.20 2.80
89 -3.2897 GY 2.93
89 -2.8511 GY 3.21
89 -2.4124 GY 3.48
89 -1.9738 GY 3.76
89 -1.5352 GY 4.03
89 -1.0966 GY 4.30
89 -0.6579 GY 4.57
145
89 -0.2193 GY 4.82
112 -3.2897 GY 0.13
112 -2.8511 GY 0.41
112 -2.4124 GY 0.68
112 -1.9738 GY 0.96
112 -1.5352 GY 1.23
112 -1.0966 GY 1.50
112 -0.6579 GY 1.77
112 -0.2193 GY 2.02
111 -0.2193 GY 0.18
111 -0.6579 GY 0.43
111 -1.0966 GY 0.70
111 -1.5352 GY 0.97
111 -1.9738 GY 1.24
111 -2.4124 GY 1.52
111 -2.8511 GY 1.79
111 -3.2897 GY 2.07
75 -0.2193 GY 0.18
75 -0.6579 GY 0.43
75 -1.0966 GY 0.70
75 -1.5352 GY 0.97
75 -1.9738 GY 1.24
75 -2.4124 GY 1.52
75 -2.8511 GY 1.79
75 -3.2897 GY 2.07
75 -12.7600 GY 2.20 2.80
75 -3.2897 GY 2.93
75 -2.8511 GY 3.21
75 -2.4124 GY 3.48
75 -1.9738 GY 3.76
75 -1.5352 GY 4.03
75 -1.0966 GY 4.30
75 -0.6579 GY 4.57
75 -0.2193 GY 4.82
115 -0.2193 GY 0.18
115 -0.6579 GY 0.43
115 -1.0966 GY 0.70
115 -1.5352 GY 0.97
115 -1.9738 GY 1.24
115 -2.4124 GY 1.52
115 -2.8511 GY 1.79
115 -3.2897 GY 2.07
116 -3.2897 GY 0.13
116 -2.8511 GY 0.41
116 -2.4124 GY 0.68
116 -1.9738 GY 0.96
116 -1.5352 GY 1.23
146
116 -1.0966 GY 1.50
116 -0.6579 GY 1.77
116 -0.2193 GY 2.02
102 -3.2897 GY 0.13
102 -2.8511 GY 0.41
102 -2.4124 GY 0.68
102 -1.9738 GY 0.96
102 -1.5352 GY 1.23
102 -1.0966 GY 1.50
102 -0.6579 GY 1.77
102 -0.2193 GY 2.02
90 -0.2193 GY 0.18
90 -0.6579 GY 0.43
90 -1.0966 GY 0.70
90 -1.5352 GY 0.97
90 -1.9738 GY 1.24
90 -2.4124 GY 1.52
90 -2.8511 GY 1.79
90 -3.2897 GY 2.07
90 -12.7600 GY 2.20 2.80
114 -3.2897 GY 0.13
114 -2.8511 GY 0.41
114 -2.4124 GY 0.68
114 -1.9738 GY 0.96
114 -1.5352 GY 1.23
114 -1.0966 GY 1.50
114 -0.6579 GY 1.77
114 -0.2193 GY 2.02
113 -0.2193 GY 0.18
113 -0.6579 GY 0.43
113 -1.0966 GY 0.70
113 -1.5352 GY 0.97
113 -1.9738 GY 1.24
113 -2.4124 GY 1.52
113 -2.8511 GY 1.79
113 -3.2897 GY 2.07
76 -0.2193 GY 0.18
76 -0.6579 GY 0.43
76 -1.0966 GY 0.70
76 -1.5352 GY 0.97
76 -1.9738 GY 1.24
76 -2.4124 GY 1.52
76 -2.8511 GY 1.79
76 -3.2897 GY 2.07
76 -12.7600 GY 2.20 2.80
76 -3.2897 GY 2.93
76 -2.8511 GY 3.21
147
76 -2.4124 GY 3.48
76 -1.9738 GY 3.76
76 -1.5352 GY 4.03
76 -1.0966 GY 4.30
76 -0.6579 GY 4.57
76 -0.2193 GY 4.82
117 -0.2193 GY 0.18
117 -0.6579 GY 0.43
117 -1.0966 GY 0.70
117 -1.5352 GY 0.97
117 -1.9738 GY 1.24
117 -2.4124 GY 1.52
117 -2.8511 GY 1.79
117 -3.2897 GY 2.07
118 -3.2897 GY 0.13
118 -2.8511 GY 0.41
118 -2.4124 GY 0.68
118 -1.9738 GY 0.96
118 -1.5352 GY 1.23
118 -1.0966 GY 1.50
118 -0.6579 GY 1.77
118 -0.2193 GY 2.02
97 -3.2897 GY 0.73
97 -2.8511 GY 1.01
97 -2.4124 GY 1.28
97 -1.9738 GY 1.56
97 -1.5352 GY 1.83
97 -1.0966 GY 2.10
97 -0.6579 GY 2.37
97 -0.2193 GY 2.62
97 -12.7600 GY 0.00 0.60
91 -0.2193 GY 0.18
91 -0.6579 GY 0.43
91 -1.0966 GY 0.70
91 -1.5352 GY 0.97
91 -1.9738 GY 1.24
91 -2.4124 GY 1.52
91 -2.8511 GY 1.79
91 -3.2897 GY 2.07
116 -3.2897 GY 0.13
116 -2.8511 GY 0.41
116 -2.4124 GY 0.68
116 -1.9738 GY 0.96
116 -1.5352 GY 1.23
116 -1.0966 GY 1.50
116 -0.6579 GY 1.77
116 -0.2193 GY 2.02
115 -0.2193 GY 0.18
115 -0.6579 GY 0.43
148
115 -1.0966 GY 0.70
115 -1.5352 GY 0.97
115 -1.9738 GY 1.24
115 -2.4124 GY 1.52
115 -2.8511 GY 1.79
115 -3.2897 GY 2.07
77 -0.2193 GY 0.18
77 -0.6579 GY 0.43
77 -1.0966 GY 0.70
77 -1.5352 GY 0.97
77 -1.9738 GY 1.24
77 -2.4124 GY 1.52
77 -2.8511 GY 1.79
77 -3.2897 GY 2.07
77 -12.7600 GY 2.20 2.80
77 -3.2897 GY 2.93
77 -2.8511 GY 3.21
77 -2.4124 GY 3.48
77 -1.9738 GY 3.76
77 -1.5352 GY 4.03
77 -1.0966 GY 4.30
77 -0.6579 GY 4.57
77 -0.2193 GY 4.82
119 -0.2193 GY 0.18
119 -0.6579 GY 0.43
119 -1.0966 GY 0.70
119 -1.5352 GY 0.97
119 -1.9738 GY 1.24
119 -2.4124 GY 1.52
119 -2.8511 GY 1.79
119 -3.2897 GY 2.07
120 -3.2897 GY 0.13
120 -2.8511 GY 0.41
120 -2.4124 GY 0.68
120 -1.9738 GY 0.96
120 -1.5352 GY 1.23
120 -1.0966 GY 1.50
120 -0.6579 GY 1.77
120 -0.2193 GY 2.02
92 -0.2193 GY 0.18
92 -0.6579 GY 0.43
92 -1.0966 GY 0.70
92 -1.5352 GY 0.97
92 -1.9738 GY 1.24
92 -2.4124 GY 1.52
92 -2.8511 GY 1.79
92 -3.2897 GY 2.07
149
92 -12.7600 GY 2.20 2.80
92 -3.2897 GY 2.93
92 -2.8511 GY 3.21
92 -2.4124 GY 3.48
92 -1.9738 GY 3.76
92 -1.5352 GY 4.03
92 -1.0966 GY 4.30
92 -0.6579 GY 4.57
92 -0.2193 GY 4.82
118 -3.2897 GY 0.13
118 -2.8511 GY 0.41
118 -2.4124 GY 0.68
118 -1.9738 GY 0.96
118 -1.5352 GY 1.23
118 -1.0966 GY 1.50
118 -0.6579 GY 1.77
118 -0.2193 GY 2.02
117 -0.2193 GY 0.18
117 -0.6579 GY 0.43
117 -1.0966 GY 0.70
117 -1.5352 GY 0.97
117 -1.9738 GY 1.24
117 -2.4124 GY 1.52
117 -2.8511 GY 1.79
117 -3.2897 GY 2.07
98 -0.0888 GY 0.12
98 -0.2664 GY 0.27
98 -0.4441 GY 0.44
98 -0.6217 GY 0.62
98 -0.7993 GY 0.79
98 -0.9769 GY 0.97
98 -1.1546 GY 1.14
98 -1.3322 GY 1.31
98 -1.3322 GY 1.49
98 -1.1546 GY 1.66
98 -0.9769 GY 1.83
98 -0.7993 GY 2.01
98 -0.6217 GY 2.18
98 -0.4441 GY 2.36
98 -0.2664 GY 2.53
98 -0.0888 GY 2.68
122 -1.3322 GY 0.89
122 -1.1546 GY 1.06
122 -0.9769 GY 1.23
122 -0.7993 GY 1.41
122 -0.6217 GY 1.58
122 -0.4441 GY 1.76
150
122 -0.2664 GY 1.93
122 -0.0888 GY 2.08
122 -8.1200 GY 0.00 0.80
121 -0.0888 GY 0.12
121 -0.2664 GY 0.27
121 -0.4441 GY 0.44
121 -0.6217 GY 0.62
121 -0.7993 GY 0.79
121 -0.9769 GY 0.97
121 -1.1546 GY 1.14
121 -1.3322 GY 1.31
121 -8.1200 GY 1.40 2.20
103 -0.0888 GY 0.12
103 -0.2664 GY 0.27
103 -0.4441 GY 0.44
103 -0.6217 GY 0.62
103 -0.7993 GY 0.79
103 -0.9769 GY 0.97
103 -1.1546 GY 1.14
103 -1.3322 GY 1.31
103 -1.3322 GY 1.49
103 -1.1546 GY 1.66
103 -0.9769 GY 1.83
103 -0.7993 GY 2.01
103 -0.6217 GY 2.18
103 -0.4441 GY 2.36
103 -0.2664 GY 2.53
103 -0.0888 GY 2.68
102 -8.1200 GY 1.40 2.20
102 -0.0888 GY 0.12
102 -0.2664 GY 0.27
102 -0.4441 GY 0.44
102 -0.6217 GY 0.62
102 -0.7993 GY 0.79
102 -0.9769 GY 0.97
102 -1.1546 GY 1.14
102 -1.3322 GY 1.31
91 -8.1200 GY 0.00 0.80
91 -1.3322 GY 0.89
91 -1.1546 GY 1.06
91 -0.9769 GY 1.23
91 -0.7993 GY 1.41
91 -0.6217 GY 1.58
91 -0.4441 GY 1.76
91 -0.2664 GY 1.93
91 -0.0888 GY 2.08
99 -0.2193 GY 0.18
151
99 -0.6579 GY 0.43
99 -1.0966 GY 0.70
99 -1.5352 GY 0.97
99 -1.9738 GY 1.24
99 -2.4124 GY 1.52
99 -2.8511 GY 1.79
99 -3.2897 GY 2.07
99 -12.7600 GY 2.20 2.80
99 -3.2897 GY 2.93
99 -2.8511 GY 3.21
99 -2.4124 GY 3.48
99 -1.9738 GY 3.76
99 -1.5352 GY 4.03
99 -1.0966 GY 4.30
99 -0.6579 GY 4.57
99 -0.2193 GY 4.82
124 -3.2897 GY 0.13
124 -2.8511 GY 0.41
124 -2.4124 GY 0.68
124 -1.9738 GY 0.96
124 -1.5352 GY 1.23
124 -1.0966 GY 1.50
124 -0.6579 GY 1.77
124 -0.2193 GY 2.02
123 -0.2193 GY 0.18
123 -0.6579 GY 0.43
123 -1.0966 GY 0.70
123 -1.5352 GY 0.97
123 -1.9738 GY 1.24
123 -2.4124 GY 1.52
123 -2.8511 GY 1.79
123 -3.2897 GY 2.07
104 -0.2193 GY 0.18
104 -0.6579 GY 0.43
104 -1.0966 GY 0.70
104 -1.5352 GY 0.97
104 -1.9738 GY 1.24
104 -2.4124 GY 1.52
104 -2.8511 GY 1.79
104 -3.2897 GY 2.07
104 -12.7600 GY 2.20 2.80
104 -3.2897 GY 2.93
104 -2.8511 GY 3.21
104 -2.4124 GY 3.48
104 -1.9738 GY 3.76
104 -1.5352 GY 4.03
104 -1.0966 GY 4.30
104 -0.6579 GY 4.57
104 -0.2193 GY 4.82
152
121 -0.2193 GY 0.18
121 -0.6579 GY 0.43
121 -1.0966 GY 0.70
121 -1.5352 GY 0.97
121 -1.9738 GY 1.24
121 -2.4124 GY 1.52
121 -2.8511 GY 1.79
121 -3.2897 GY 2.07
122 -3.2897 GY 0.13
122 -2.8511 GY 0.41
122 -2.4124 GY 0.68
122 -1.9738 GY 0.96
122 -1.5352 GY 1.23
122 -1.0966 GY 1.50
122 -0.6579 GY 1.77
122 -0.2193 GY 2.02
100 -0.2193 GY 0.18
100 -0.6579 GY 0.43
100 -1.0966 GY 0.70
100 -1.5352 GY 0.97
100 -1.9738 GY 1.24
100 -2.4124 GY 1.52
100 -2.8511 GY 1.79
100 -3.2897 GY 2.07
100 -12.7600 GY 2.20 2.80
100 -3.2897 GY 2.93
100 -2.8511 GY 3.21
100 -2.4124 GY 3.48
100 -1.9738 GY 3.76
100 -1.5352 GY 4.03
100 -1.0966 GY 4.30
100 -0.6579 GY 4.57
100 -0.2193 GY 4.82
126 -3.2897 GY 0.13
126 -2.8511 GY 0.41
126 -2.4124 GY 0.68
126 -1.9738 GY 0.96
126 -1.5352 GY 1.23
126 -1.0966 GY 1.50
126 -0.6579 GY 1.77
126 -0.2193 GY 2.02
125 -0.2193 GY 0.18
125 -0.6579 GY 0.43
125 -1.0966 GY 0.70
125 -1.5352 GY 0.97
125 -1.9738 GY 1.24
125 -2.4124 GY 1.52
153
125 -2.8511 GY 1.79
125 -3.2897 GY 2.07
105 -0.2193 GY 0.18
105 -0.6579 GY 0.43
105 -1.0966 GY 0.70
105 -1.5352 GY 0.97
105 -1.9738 GY 1.24
105 -2.4124 GY 1.52
105 -2.8511 GY 1.79
105 -3.2897 GY 2.07
105 -12.7600 GY 2.20 2.80
105 -3.2897 GY 2.93
105 -2.8511 GY 3.21
105 -2.4124 GY 3.48
105 -1.9738 GY 3.76
105 -1.5352 GY 4.03
105 -1.0966 GY 4.30
105 -0.6579 GY 4.57
105 -0.2193 GY 4.82
123 -0.2193 GY 0.18
123 -0.6579 GY 0.43
123 -1.0966 GY 0.70
123 -1.5352 GY 0.97
123 -1.9738 GY 1.24
123 -2.4124 GY 1.52
123 -2.8511 GY 1.79
123 -3.2897 GY 2.07
124 -3.2897 GY 0.13
124 -2.8511 GY 0.41
124 -2.4124 GY 0.68
124 -1.9738 GY 0.96
124 -1.5352 GY 1.23
124 -1.0966 GY 1.50
124 -0.6579 GY 1.77
124 -0.2193 GY 2.02
101 -0.2193 GY 0.18
101 -0.6579 GY 0.43
101 -1.0966 GY 0.70
101 -1.5352 GY 0.97
101 -1.9738 GY 1.24
101 -2.4124 GY 1.52
101 -2.8511 GY 1.79
101 -3.2897 GY 2.07
101 -12.7600 GY 2.20 2.80
101 -3.2897 GY 2.93
101 -2.8511 GY 3.21
101 -2.4124 GY 3.48
154
101 -1.9738 GY 3.76
101 -1.5352 GY 4.03
101 -1.0966 GY 4.30
101 -0.6579 GY 4.57
101 -0.2193 GY 4.82
128 -3.2897 GY 0.13
128 -2.8511 GY 0.41
128 -2.4124 GY 0.68
128 -1.9738 GY 0.96
128 -1.5352 GY 1.23
128 -1.0966 GY 1.50
128 -0.6579 GY 1.77
128 -0.2193 GY 2.02
127 -0.2193 GY 0.18
127 -0.6579 GY 0.43
127 -1.0966 GY 0.70
127 -1.5352 GY 0.97
127 -1.9738 GY 1.24
127 -2.4124 GY 1.52
127 -2.8511 GY 1.79
127 -3.2897 GY 2.07
106 -0.2193 GY 0.18
106 -0.6579 GY 0.43
106 -1.0966 GY 0.70
106 -1.5352 GY 0.97
106 -1.9738 GY 1.24
106 -2.4124 GY 1.52
106 -2.8511 GY 1.79
106 -3.2897 GY 2.07
106 -12.7600 GY 2.20 2.80
106 -3.2897 GY 2.93
106 -2.8511 GY 3.21
106 -2.4124 GY 3.48
106 -1.9738 GY 3.76
106 -1.5352 GY 4.03
106 -1.0966 GY 4.30
106 -0.6579 GY 4.57
106 -0.2193 GY 4.82
125 -0.2193 GY 0.18
125 -0.6579 GY 0.43
125 -1.0966 GY 0.70
125 -1.5352 GY 0.97
125 -1.9738 GY 1.24
125 -2.4124 GY 1.52
125 -2.8511 GY 1.79
125 -3.2897 GY 2.07
126 -3.2897 GY 0.13
126 -2.8511 GY 0.41
126 -2.4124 GY 0.68
155
126 -1.9738 GY 0.96
126 -1.5352 GY 1.23
126 -1.0966 GY 1.50
126 -0.6579 GY 1.77
126 -0.2193 GY 2.02
223 -3.0000 GY 0.50
224 -3.0000 GY 0.50
225 -3.0000 GY 0.50
226 -3.0000 GY 0.50
227 -3.0000 GY 0.50
229 -3.0000 GY 0.50
230 -3.0000 GY 0.50
231 -3.0000 GY 0.50
232 -3.0000 GY 0.50
234 -3.0000 GY 0.50
235 -3.0000 GY 0.50
236 -3.0000 GY 0.50
237 -3.0000 GY 0.50
239 -3.0000 GY 0.50
240 -3.0000 GY 0.50
241 -3.0000 GY 0.50
242 -3.0000 GY 0.50
244 -3.0000 GY 0.50
245 -3.0000 GY 0.50
246 -3.0000 GY 0.50
247 -3.0000 GY 0.50
249 -3.0000 GY 0.50
250 -3.0000 GY 0.50
251 -3.0000 GY 0.50
252 -3.0000 GY 0.50
254 -3.0000 GY 0.50
255 -3.0000 GY 0.50
256 -3.0000 GY 0.50
294 -3.0000 GY 0.50
295 -3.0000 GY 0.50
296 -3.0000 GY 0.50
297 -3.0000 GY 0.50
298 -3.0000 GY 0.50
299 -3.0000 GY 0.50
300 -3.0000 GY 0.50
301 -3.0000 GY 0.50
306 -3.0000 GY 0.50
307 -3.0000 GY 0.50
308 -3.0000 GY 0.50
309 -3.0000 GY 0.50
156
310 -3.0000 GY 0.50
311 -3.0000 GY 0.50
312 -3.0000 GY 0.50
313 -3.0000 GY 0.50
223 -3.0000 GY 0.00
225 -3.0000 GY 0.00
227 -3.0000 GY 0.00
230 -3.0000 GY 0.00
232 -3.0000 GY 0.00
234 -3.0000 GY 0.00
235 -3.0000 GY 0.00
237 -3.0000 GY 0.00
239 -3.0000 GY 0.00
240 -3.0000 GY 0.00
242 -3.0000 GY 0.00
244 -3.0000 GY 0.00
245 -3.0000 GY 0.00
247 -3.0000 GY 0.00
249 -3.0000 GY 0.00
250 -3.0000 GY 0.00
252 -3.0000 GY 0.00
254 -3.0000 GY 0.00
255 -3.0000 GY 0.00
294 -3.0000 GY 0.00
295 -3.0000 GY 0.00
296 -3.0000 GY 0.00
297 -3.0000 GY 0.00
298 -3.0000 GY 0.00
299 -3.0000 GY 0.00
300 -3.0000 GY 0.00
301 -3.0000 GY 0.00
306 -3.0000 GY 0.00
307 -3.0000 GY 0.00
308 -3.0000 GY 0.00
309 -3.0000 GY 0.00
310 -3.0000 GY 0.00
311 -3.0000 GY 0.00
312 -3.0000 GY 0.00
313 -3.0000 GY 0.00
223 -3.0000 GY 1.00
224 -3.0000 GY 1.00
225 -3.0000 GY 1.00
226 -3.0000 GY 1.00
227 -3.0000 GY 1.00
229 -3.0000 GY 1.00
230 -3.0000 GY 1.00
231 -3.0000 GY 1.00
234 -3.0000 GY 1.00
157
235 -3.0000 GY 1.00
236 -3.0000 GY 1.00
239 -3.0000 GY 1.00
240 -3.0000 GY 1.00
241 -3.0000 GY 1.00
244 -3.0000 GY 1.00
245 -3.0000 GY 1.00
246 -3.0000 GY 1.00
249 -3.0000 GY 1.00
250 -3.0000 GY 1.00
254 -3.0000 GY 1.00
255 -3.0000 GY 1.00
294 -3.0000 GY 1.00
295 -3.0000 GY 1.00
296 -3.0000 GY 1.00
297 -3.0000 GY 1.00
298 -3.0000 GY 1.00
299 -3.0000 GY 1.00
300 -3.0000 GY 1.00
301 -3.0000 GY 1.00
306 -3.0000 GY 1.00
307 -3.0000 GY 1.00
308 -3.0000 GY 1.00
309 -3.0000 GY 1.00
310 -3.0000 GY 1.00
311 -3.0000 GY 1.00
312 -3.0000 GY 1.00
313 -3.0000 GY 1.00
LOADING 5 LOADTYPE WIND TITLE WIND LOAD TYPE 1
98 0.2960 PX 0.00 2.80
99 0.2960 PX 0.00 5.00
100 0.2960 PX 0.00 5.00
101 0.2960 PX 0.00 5.00
158
103 0.2960 PX 0.00 2.80
104 0.2960 PX 0.00 5.00
105 0.2960 PX 0.00 5.00
106 0.2960 PX 0.00 5.00
107 0.2960 PX 0.00 2.20
108 0.2960 PX 0.00 2.20
109 0.2960 PX 0.00 2.20
110 0.2960 PX 0.00 2.20
111 0.2960 PX 0.00 2.20
112 0.2960 PX 0.00 2.20
113 0.2960 PX 0.00 2.20
114 0.2960 PX 0.00 2.20
115 0.2960 PX 0.00 2.20
116 0.2960 PX 0.00 2.20
117 0.2960 PX 0.00 2.20
118 0.2960 PX 0.00 2.20
119 0.2960 PX 0.00 2.20
120 0.2960 PX 0.00 2.20
129 0.3009 PX 0.43 5.00
159
129 0.3085 PX 0.01 0.43
129 0.3157 PX 0.00 0.01
130 0.3009 PX 0.43 5.00
130 0.3085 PX 0.01 0.43
130 0.3157 PX 0.00 0.01
131 0.3009 PX 0.43 5.00
131 0.3085 PX 0.01 0.43
131 0.3157 PX 0.00 0.01
132 0.3009 PX 0.43 5.00
132 0.3085 PX 0.01 0.43
132 0.3157 PX 0.00 0.01
133 0.3009 PX 0.43 5.00
133 0.3085 PX 0.01 0.43
133 0.3157 PX 0.00 0.01
134 0.3009 PX 0.43 5.00
134 0.3085 PX 0.01 0.43
134 0.3157 PX 0.00 0.01
135 0.3009 PX 0.43 5.00
135 0.3085 PX 0.01 0.43
135 0.3157 PX 0.00 0.01
136 0.3009 PX 0.43 5.00
136 0.3085 PX 0.01 0.43
136 0.3157 PX 0.00 0.01
137 0.3009 PX 0.43 5.00
137 0.3085 PX 0.01 0.43
137 0.3157 PX 0.00 0.01
138 0.3009 PX 0.43 5.00
138 0.3085 PX 0.01 0.43
138 0.3157 PX 0.00 0.01
139 0.3009 PX 0.43 5.00
139 0.3085 PX 0.01 0.43
139 0.3157 PX 0.00 0.01
140 0.2960 PX 0.00 4.40
185 0.1002 PX 1.59 2.00
185 0.1024 PX 1.18 1.59
185 0.1044 PX 0.76 1.18
185 0.1064 PX 0.34 0.76
185 0.1083 PX 0.00 0.34
188 0.1002 PX 1.59 2.00
188 0.1024 PX 1.18 1.59
188 0.1044 PX 0.76 1.18
188 0.1064 PX 0.34 0.76
188 0.1083 PX 0.00 0.34
190 0.1002 PX 1.59 2.00
190 0.1024 PX 1.18 1.59
190 0.1044 PX 0.76 1.18
190 0.1064 PX 0.34 0.76
190 0.1083 PX 0.00 0.34
192 0.1002 PX 1.59 2.00
192 0.1024 PX 1.18 1.59
160
192 0.1044 PX 0.76 1.18
192 0.1064 PX 0.34 0.76
192 0.1083 PX 0.00 0.34
194 0.1002 PX 1.59 2.00
194 0.1024 PX 1.18 1.59
194 0.1044 PX 0.76 1.18
194 0.1064 PX 0.34 0.76
194 0.1083 PX 0.00 0.34
196 0.1002 PX 1.59 2.00
196 0.1024 PX 1.18 1.59
196 0.1044 PX 0.76 1.18
196 0.1064 PX 0.34 0.76
196 0.1083 PX 0.00 0.34
198 0.1002 PX 1.59 2.00
198 0.1024 PX 1.18 1.59
198 0.1044 PX 0.76 1.18
198 0.1064 PX 0.34 0.76
198 0.1083 PX 0.00 0.34
200 0.1002 PX 1.59 2.00
200 0.1024 PX 1.18 1.59
200 0.1044 PX 0.76 1.18
200 0.1064 PX 0.34 0.76
200 0.1083 PX 0.00 0.34
202 0.1002 PX 1.59 2.00
202 0.1024 PX 1.18 1.59
202 0.1044 PX 0.76 1.18
202 0.1064 PX 0.34 0.76
202 0.1083 PX 0.00 0.34
204 0.1002 PX 1.59 2.00
204 0.1024 PX 1.18 1.59
204 0.1044 PX 0.76 1.18
204 0.1064 PX 0.34 0.76
204 0.1083 PX 0.00 0.34
206 0.1002 PX 1.59 2.00
206 0.1024 PX 1.18 1.59
206 0.1044 PX 0.76 1.18
206 0.1064 PX 0.34 0.76
206 0.1083 PX 0.00 0.34
208 0.1083 PX 0.42 0.50
208 0.1100 PX 0.01 0.42
208 0.1118 PX 0.00 0.01
223 0.0680 PX 0.00 1.00
224 0.0671 PX 0.23 1.30
224 0.0680 PX 0.00 0.23
225 0.0680 PX 0.00 1.00
226 0.0671 PX 0.00 1.07
226 0.0680 PX 1.07 1.30
161
227 0.0680 PX 0.00 1.00
228 0.1083 PX 0.42 0.50
228 0.1100 PX 0.01 0.42
228 0.1118 PX 0.00 0.01
229 0.0671 PX 0.23 1.30
229 0.0680 PX 0.00 0.23
230 0.0680 PX 0.00 1.00
231 0.0671 PX 0.00 1.07
231 0.0680 PX 1.07 1.30
232 0.0680 PX 0.00 1.00
233 0.1083 PX 0.42 0.50
233 0.1100 PX 0.01 0.42
233 0.1118 PX 0.00 0.01
234 0.0671 PX 0.23 1.30
234 0.0680 PX 0.00 0.23
235 0.0680 PX 0.00 1.00
236 0.0671 PX 0.00 1.07
236 0.0680 PX 1.07 1.30
237 0.0680 PX 0.00 1.00
238 0.1083 PX 0.42 0.50
238 0.1100 PX 0.01 0.42
238 0.1118 PX 0.00 0.01
239 0.0671 PX 0.23 1.30
239 0.0680 PX 0.00 0.23
240 0.0680 PX 0.00 1.00
241 0.0671 PX 0.00 1.07
241 0.0680 PX 1.07 1.30
242 0.0680 PX 0.00 1.00
243 0.1083 PX 0.42 0.50
243 0.1100 PX 0.01 0.42
243 0.1118 PX 0.00 0.01
244 0.0671 PX 0.23 1.30
244 0.0680 PX 0.00 0.23
245 0.0680 PX 0.00 1.00
246 0.0671 PX 0.00 1.07
246 0.0680 PX 1.07 1.30
247 0.0680 PX 0.00 1.00
248 0.1083 PX 0.42 0.50
248 0.1100 PX 0.01 0.42
248 0.1118 PX 0.00 0.01
249 0.0671 PX 0.23 1.30
249 0.0680 PX 0.00 0.23
250 0.0680 PX 0.00 1.00
251 0.0671 PX 0.00 1.07
251 0.0680 PX 1.07 1.30
252 0.0680 PX 0.00 1.00
253 0.1083 PX 0.42 0.50
162
253 0.1100 PX 0.01 0.42
253 0.1118 PX 0.00 0.01
254 0.0671 PX 0.23 1.30
254 0.0680 PX 0.00 0.23
255 0.0680 PX 0.00 1.00
256 0.0671 PX 0.00 1.07
256 0.0680 PX 1.07 1.30
269 0.1083 PX 0.42 0.50
269 0.1100 PX 0.01 0.42
269 0.1118 PX 0.00 0.01
274 0.1083 PX 0.42 0.50
274 0.1100 PX 0.01 0.42
274 0.1118 PX 0.00 0.01
279 0.1083 PX 0.42 0.50
279 0.1100 PX 0.01 0.42
279 0.1118 PX 0.00 0.01
284 0.1083 PX 0.42 0.50
284 0.1100 PX 0.01 0.42
284 0.1118 PX 0.00 0.01
296 0.0671 PX 0.27 1.54
296 0.0680 PX 0.00 0.27
297 0.0671 PX 0.27 1.54
297 0.0680 PX 0.00 0.27
300 0.0671 PX 0.27 1.54
300 0.0680 PX 0.00 0.27
301 0.0671 PX 0.27 1.54
301 0.0680 PX 0.00 0.27
308 0.0671 PX 0.27 1.54
308 0.0680 PX 0.00 0.27
309 0.0671 PX 0.27 1.54
309 0.0680 PX 0.00 0.27
312 0.0671 PX 0.27 1.54
312 0.0680 PX 0.00 0.27
313 0.0671 PX 0.27 1.54
313 0.0680 PX 0.00 0.27
70 0.2960 PZ 0.00 1.00
72 0.2960 PZ 0.00 5.00
73 0.2960 PZ 0.00 5.00
74 0.2960 PZ 0.00 5.00
75 0.2960 PZ 0.00 5.00
76 0.2960 PZ 0.00 5.00
77 0.2960 PZ 0.00 5.00
86 0.2960 PZ 0.00 1.00
87 0.2960 PZ 0.00 5.00
88 0.2960 PZ 0.00 5.00
89 0.2960 PZ 0.00 5.00
90 0.2960 PZ 0.00 2.80
91 0.2960 PZ 0.00 2.20
163
92 0.2960 PZ 0.00 5.00
97 0.2960 PZ 0.00 2.80
102 0.2960 PZ 0.00 2.20
121 0.2960 PZ 0.00 2.20
122 0.2960 PZ 0.00 2.20
123 0.2960 PZ 0.00 2.20
124 0.2960 PZ 0.00 2.20
125 0.2960 PZ 0.00 2.20
126 0.2960 PZ 0.00 2.20
127 0.2960 PZ 0.00 2.20
128 0.2960 PZ 0.00 2.20
129 0.3009 PZ 0.43 5.00
129 0.3085 PZ 0.01 0.43
129 0.3157 PZ 0.00 0.01
130 0.3009 PZ 0.43 5.00
130 0.3085 PZ 0.01 0.43
130 0.3157 PZ 0.00 0.01
131 0.3009 PZ 0.43 5.00
131 0.3085 PZ 0.01 0.43
131 0.3157 PZ 0.00 0.01
132 0.3009 PZ 0.43 5.00
132 0.3085 PZ 0.01 0.43
132 0.3157 PZ 0.00 0.01
133 0.3009 PZ 0.43 5.00
133 0.3085 PZ 0.01 0.43
133 0.3157 PZ 0.00 0.01
134 0.3009 PZ 0.43 5.00
134 0.3085 PZ 0.01 0.43
134 0.3157 PZ 0.00 0.01
135 0.3009 PZ 0.43 5.00
135 0.3085 PZ 0.01 0.43
135 0.3157 PZ 0.00 0.01
136 0.3009 PZ 0.43 5.00
136 0.3085 PZ 0.01 0.43
136 0.3157 PZ 0.00 0.01
137 0.3009 PZ 0.43 5.00
137 0.3085 PZ 0.01 0.43
137 0.3157 PZ 0.00 0.01
138 0.3009 PZ 0.43 5.00
138 0.3085 PZ 0.01 0.43
138 0.3157 PZ 0.00 0.01
139 0.3009 PZ 0.43 5.00
139 0.3085 PZ 0.01 0.43
139 0.3157 PZ 0.00 0.01
185 0.1002 PZ 1.59 2.00
185 0.1024 PZ 1.18 1.59
185 0.1044 PZ 0.76 1.18
185 0.1064 PZ 0.34 0.76
185 0.1083 PZ 0.00 0.34
188 0.1002 PZ 1.59 2.00
164
188 0.1024 PZ 1.18 1.59
188 0.1044 PZ 0.76 1.18
188 0.1064 PZ 0.34 0.76
188 0.1083 PZ 0.00 0.34
190 0.1002 PZ 1.59 2.00
190 0.1024 PZ 1.18 1.59
190 0.1044 PZ 0.76 1.18
190 0.1064 PZ 0.34 0.76
190 0.1083 PZ 0.00 0.34
192 0.1002 PZ 1.59 2.00
192 0.1024 PZ 1.18 1.59
192 0.1044 PZ 0.76 1.18
192 0.1064 PZ 0.34 0.76
192 0.1083 PZ 0.00 0.34
194 0.1002 PZ 1.59 2.00
194 0.1024 PZ 1.18 1.59
194 0.1044 PZ 0.76 1.18
194 0.1064 PZ 0.34 0.76
194 0.1083 PZ 0.00 0.34
196 0.1002 PZ 1.59 2.00
196 0.1024 PZ 1.18 1.59
196 0.1044 PZ 0.76 1.18
196 0.1064 PZ 0.34 0.76
196 0.1083 PZ 0.00 0.34
198 0.1002 PZ 1.59 2.00
198 0.1024 PZ 1.18 1.59
198 0.1044 PZ 0.76 1.18
198 0.1064 PZ 0.34 0.76
198 0.1083 PZ 0.00 0.34
200 0.1002 PZ 1.59 2.00
200 0.1024 PZ 1.18 1.59
200 0.1044 PZ 0.76 1.18
200 0.1064 PZ 0.34 0.76
200 0.1083 PZ 0.00 0.34
202 0.1002 PZ 1.59 2.00
202 0.1024 PZ 1.18 1.59
202 0.1044 PZ 0.76 1.18
202 0.1064 PZ 0.34 0.76
202 0.1083 PZ 0.00 0.34
204 0.1002 PZ 1.59 2.00
204 0.1024 PZ 1.18 1.59
204 0.1044 PZ 0.76 1.18
204 0.1064 PZ 0.34 0.76
204 0.1083 PZ 0.00 0.34
206 0.1002 PZ 1.59 2.00
206 0.1024 PZ 1.18 1.59
206 0.1044 PZ 0.76 1.18
206 0.1064 PZ 0.34 0.76
206 0.1083 PZ 0.00 0.34
208 0.1083 PZ 0.42 0.50
165
208 0.1100 PZ 0.01 0.42
208 0.1118 PZ 0.00 0.01
224 0.0671 PZ 0.23 1.30
224 0.0680 PZ 0.00 0.23
226 0.0671 PZ 0.00 1.07
226 0.0680 PZ 1.07 1.30
228 0.1083 PZ 0.42 0.50
228 0.1100 PZ 0.01 0.42
228 0.1118 PZ 0.00 0.01
229 0.0671 PZ 0.23 1.30
229 0.0680 PZ 0.00 0.23
231 0.0671 PZ 0.00 1.07
231 0.0680 PZ 1.07 1.30
233 0.1083 PZ 0.42 0.50
233 0.1100 PZ 0.01 0.42
233 0.1118 PZ 0.00 0.01
234 0.0671 PZ 0.23 1.30
234 0.0680 PZ 0.00 0.23
236 0.0671 PZ 0.00 1.07
236 0.0680 PZ 1.07 1.30
238 0.1083 PZ 0.42 0.50
238 0.1100 PZ 0.01 0.42
238 0.1118 PZ 0.00 0.01
239 0.0671 PZ 0.23 1.30
239 0.0680 PZ 0.00 0.23
241 0.0671 PZ 0.00 1.07
241 0.0680 PZ 1.07 1.30
243 0.1083 PZ 0.42 0.50
243 0.1100 PZ 0.01 0.42
243 0.1118 PZ 0.00 0.01
244 0.0671 PZ 0.23 1.30
244 0.0680 PZ 0.00 0.23
246 0.0671 PZ 0.00 1.07
246 0.0680 PZ 1.07 1.30
248 0.1083 PZ 0.42 0.50
248 0.1100 PZ 0.01 0.42
248 0.1118 PZ 0.00 0.01
249 0.0671 PZ 0.23 1.30
249 0.0680 PZ 0.00 0.23
251 0.0671 PZ 0.00 1.07
251 0.0680 PZ 1.07 1.30
253 0.1083 PZ 0.42 0.50
253 0.1100 PZ 0.01 0.42
253 0.1118 PZ 0.00 0.01
254 0.0671 PZ 0.23 1.30
254 0.0680 PZ 0.00 0.23
256 0.0671 PZ 0.00 1.07
256 0.0680 PZ 1.07 1.30
269 0.1083 PZ 0.42 0.50
269 0.1100 PZ 0.01 0.42
166
269 0.1118 PZ 0.00 0.01
274 0.1083 PZ 0.42 0.50
274 0.1100 PZ 0.01 0.42
274 0.1118 PZ 0.00 0.01
279 0.1083 PZ 0.42 0.50
279 0.1100 PZ 0.01 0.42
279 0.1118 PZ 0.00 0.01
284 0.1083 PZ 0.42 0.50
284 0.1100 PZ 0.01 0.42
284 0.1118 PZ 0.00 0.01
294 0.0680 PZ 0.00 1.00
295 0.0680 PZ 0.00 1.00
296 0.0671 PZ 0.27 1.54
296 0.0680 PZ 0.00 0.27
297 0.0671 PZ 0.27 1.54
297 0.0680 PZ 0.00 0.27
298 0.0680 PZ 0.00 1.00
299 0.0680 PZ 0.00 1.00
300 0.0671 PZ 0.27 1.54
300 0.0680 PZ 0.00 0.27
301 0.0671 PZ 0.27 1.54
301 0.0680 PZ 0.00 0.27
306 0.0680 PZ 0.00 1.00
307 0.0680 PZ 0.00 1.00
308 0.0671 PZ 0.27 1.54
308 0.0680 PZ 0.00 0.27
309 0.0671 PZ 0.27 1.54
309 0.0680 PZ 0.00 0.27
310 0.0680 PZ 0.00 1.00
311 0.0680 PZ 0.00 1.00
312 0.0671 PZ 0.27 1.54
312 0.0680 PZ 0.00 0.27
313 0.0671 PZ 0.27 1.54
313 0.0680 PZ 0.00 0.27
98 -0.3528 PX 0.00 2.80
99 -0.3528 PX 0.00 5.00
100 -0.3528 PX 0.00 5.00
101 -0.3528 PX 0.00 5.00
103 -0.3528 PX 0.00 2.80
104 -0.3528 PX 0.00 5.00
105 -0.3528 PX 0.00 5.00
106 -0.3528 PX 0.00 5.00
107 -0.3528 PX 0.00 2.20
108 -0.3528 PX 0.00 2.20
109 -0.3528 PX 0.00 2.20
167
110 -0.3528 PX 0.00 2.20
111 -0.3528 PX 0.00 2.20
112 -0.3528 PX 0.00 2.20
113 -0.3528 PX 0.00 2.20
114 -0.3528 PX 0.00 2.20
115 -0.3528 PX 0.00 2.20
116 -0.3528 PX 0.00 2.20
117 -0.3528 PX 0.00 2.20
118 -0.3528 PX 0.00 2.20
119 -0.3528 PX 0.00 2.20
120 -0.3528 PX 0.00 2.20
129 -0.3763 PX 0.00 5.00
130 -0.3763 PX 0.00 5.00
131 -0.3763 PX 0.00 5.00
132 -0.3763 PX 0.00 5.00
133 -0.3763 PX 0.00 5.00
134 -0.3763 PX 0.00 5.00
135 -0.3763 PX 0.00 5.00
136 -0.3763 PX 0.00 5.00
137 -0.3763 PX 0.00 5.00
138 -0.3763 PX 0.00 5.00
139 -0.3763 PX 0.00 5.00
140 -0.3528 PX 0.00 4.40
185 -0.1195 PX 0.00 2.00
188 -0.1195 PX 0.00 2.00
190 -0.1195 PX 0.00 2.00
192 -0.1195 PX 0.00 2.00
194 -0.1195 PX 0.00 2.00
196 -0.1195 PX 0.00 2.00
198 -0.1195 PX 0.00 2.00
200 -0.1195 PX 0.00 2.00
202 -0.1195 PX 0.00 2.00
204 -0.1195 PX 0.00 2.00
206 -0.1195 PX 0.00 2.00
208 -0.1195 PX 0.00 0.50
223 -0.0717 PX 0.00 1.00
224 -0.0717 PX 0.00 1.30
225 -0.0717 PX 0.00 1.00
226 -0.0717 PX 0.00 1.30
227 -0.0717 PX 0.00 1.00
228 -0.1195 PX 0.00 0.50
229 -0.0717 PX 0.00 1.30
230 -0.0717 PX 0.00 1.00
231 -0.0717 PX 0.00 1.30
232 -0.0717 PX 0.00 1.00
233 -0.1195 PX 0.00 0.50
234 -0.0717 PX 0.00 1.30
235 -0.0717 PX 0.00 1.00
236 -0.0717 PX 0.00 1.30
237 -0.0717 PX 0.00 1.00
168
238 -0.1195 PX 0.00 0.50
239 -0.0717 PX 0.00 1.30
240 -0.0717 PX 0.00 1.00
241 -0.0717 PX 0.00 1.30
242 -0.0717 PX 0.00 1.00
243 -0.1195 PX 0.00 0.50
244 -0.0717 PX 0.00 1.30
245 -0.0717 PX 0.00 1.00
246 -0.0717 PX 0.00 1.30
247 -0.0717 PX 0.00 1.00
248 -0.1195 PX 0.00 0.50
249 -0.0717 PX 0.00 1.30
250 -0.0717 PX 0.00 1.00
251 -0.0717 PX 0.00 1.30
252 -0.0717 PX 0.00 1.00
253 -0.1195 PX 0.00 0.50
254 -0.0717 PX 0.00 1.30
255 -0.0717 PX 0.00 1.00
256 -0.0717 PX 0.00 1.30
269 -0.1195 PX 0.00 0.50
274 -0.1195 PX 0.00 0.50
279 -0.1195 PX 0.00 0.50
284 -0.1195 PX 0.00 0.50
296 -0.0717 PX 0.00 1.54
297 -0.0717 PX 0.00 1.54
300 -0.0717 PX 0.00 1.54
301 -0.0717 PX 0.00 1.54
308 -0.0717 PX 0.00 1.54
309 -0.0717 PX 0.00 1.54
312 -0.0717 PX 0.00 1.54
313 -0.0717 PX 0.00 1.54
70 0.3528 PZ 0.00 1.00
72 0.3528 PZ 0.00 5.00
73 0.3528 PZ 0.00 5.00
74 0.3528 PZ 0.00 5.00
75 0.3528 PZ 0.00 5.00
76 0.3528 PZ 0.00 5.00
77 0.3528 PZ 0.00 5.00
86 0.3528 PZ 0.00 1.00
87 0.3528 PZ 0.00 5.00
88 0.3528 PZ 0.00 5.00
89 0.3528 PZ 0.00 5.00
90 0.3528 PZ 0.00 2.80
91 0.3528 PZ 0.00 2.20
92 0.3528 PZ 0.00 5.00
97 0.3528 PZ 0.00 2.80
102 0.3528 PZ 0.00 2.20
121 0.3528 PZ 0.00 2.20
169
122 0.3528 PZ 0.00 2.20
123 0.3528 PZ 0.00 2.20
124 0.3528 PZ 0.00 2.20
125 0.3528 PZ 0.00 2.20
126 0.3528 PZ 0.00 2.20
127 0.3528 PZ 0.00 2.20
128 0.3528 PZ 0.00 2.20
129 0.3763 PZ 0.00 5.00
130 0.3763 PZ 0.00 5.00
131 0.3763 PZ 0.00 5.00
132 0.3763 PZ 0.00 5.00
133 0.3763 PZ 0.00 5.00
134 0.3763 PZ 0.00 5.00
135 0.3763 PZ 0.00 5.00
136 0.3763 PZ 0.00 5.00
137 0.3763 PZ 0.00 5.00
138 0.3763 PZ 0.00 5.00
139 0.3763 PZ 0.00 5.00
185 0.1195 PZ 0.00 2.00
188 0.1195 PZ 0.00 2.00
190 0.1195 PZ 0.00 2.00
192 0.1195 PZ 0.00 2.00
194 0.1195 PZ 0.00 2.00
196 0.1195 PZ 0.00 2.00
198 0.1195 PZ 0.00 2.00
200 0.1195 PZ 0.00 2.00
202 0.1195 PZ 0.00 2.00
204 0.1195 PZ 0.00 2.00
206 0.1195 PZ 0.00 2.00
208 0.1195 PZ 0.00 0.50
224 0.0717 PZ 0.00 1.30
226 0.0717 PZ 0.00 1.30
228 0.1195 PZ 0.00 0.50
229 0.0717 PZ 0.00 1.30
231 0.0717 PZ 0.00 1.30
233 0.1195 PZ 0.00 0.50
234 0.0717 PZ 0.00 1.30
236 0.0717 PZ 0.00 1.30
238 0.1195 PZ 0.00 0.50
239 0.0717 PZ 0.00 1.30
241 0.0717 PZ 0.00 1.30
243 0.1195 PZ 0.00 0.50
244 0.0717 PZ 0.00 1.30
246 0.0717 PZ 0.00 1.30
248 0.1195 PZ 0.00 0.50
249 0.0717 PZ 0.00 1.30
251 0.0717 PZ 0.00 1.30
253 0.1195 PZ 0.00 0.50
254 0.0717 PZ 0.00 1.30
256 0.0717 PZ 0.00 1.30
170
269 0.1195 PZ 0.00 0.50
274 0.1195 PZ 0.00 0.50
279 0.1195 PZ 0.00 0.50
284 0.1195 PZ 0.00 0.50
294 0.0717 PZ 0.00 1.00
295 0.0717 PZ 0.00 1.00
296 0.0717 PZ 0.00 1.54
297 0.0717 PZ 0.00 1.54
298 0.0717 PZ 0.00 1.00
299 0.0717 PZ 0.00 1.00
300 0.0717 PZ 0.00 1.54
301 0.0717 PZ 0.00 1.54
306 0.0717 PZ 0.00 1.00
307 0.0717 PZ 0.00 1.00
308 0.0717 PZ 0.00 1.54
309 0.0717 PZ 0.00 1.54
310 0.0717 PZ 0.00 1.00
311 0.0717 PZ 0.00 1.00
312 0.0717 PZ 0.00 1.54
313 0.0717 PZ 0.00 1.54
98 0.5198 PX 0.00 2.80
99 0.5198 PX 0.00 5.00
100 0.5198 PX 0.00 5.00
101 0.5198 PX 0.00 5.00
103 0.5198 PX 0.00 2.80
104 0.5198 PX 0.00 5.00
105 0.5198 PX 0.00 5.00
171
106 0.5198 PX 0.00 5.00
107 0.5198 PX 0.00 2.20
108 0.5198 PX 0.00 2.20
109 0.5198 PX 0.00 2.20
110 0.5198 PX 0.00 2.20
111 0.5198 PX 0.00 2.20
112 0.5198 PX 0.00 2.20
113 0.5198 PX 0.00 2.20
114 0.5198 PX 0.00 2.20
115 0.5198 PX 0.00 2.20
116 0.5198 PX 0.00 2.20
117 0.5198 PX 0.00 2.20
118 0.5198 PX 0.00 2.20
119 0.5198 PX 0.00 2.20
120 0.5198 PX 0.00 2.20
129 0.5544 PX 0.00 5.00
130 0.5544 PX 0.00 5.00
131 0.5544 PX 0.00 5.00
172
132 0.5544 PX 0.00 5.00
133 0.5544 PX 0.00 5.00
134 0.5544 PX 0.00 5.00
135 0.5544 PX 0.00 5.00
136 0.5544 PX 0.00 5.00
137 0.5544 PX 0.00 5.00
138 0.5544 PX 0.00 5.00
139 0.5544 PX 0.00 5.00
140 0.5198 PX 0.00 4.40
185 0.1760 PX 0.00 2.00
188 0.1760 PX 0.00 2.00
190 0.1760 PX 0.00 2.00
192 0.1760 PX 0.00 2.00
194 0.1760 PX 0.00 2.00
196 0.1760 PX 0.00 2.00
198 0.1760 PX 0.00 2.00
200 0.1760 PX 0.00 2.00
202 0.1760 PX 0.00 2.00
204 0.1760 PX 0.00 2.00
206 0.1760 PX 0.00 2.00
208 0.1760 PX 0.00 0.50
223 0.1056 PX 0.00 1.00
224 0.1056 PX 0.00 1.30
225 0.1056 PX 0.00 1.00
226 0.1056 PX 0.00 1.30
227 0.1056 PX 0.00 1.00
228 0.1760 PX 0.00 0.50
229 0.1056 PX 0.00 1.30
230 0.1056 PX 0.00 1.00
231 0.1056 PX 0.00 1.30
232 0.1056 PX 0.00 1.00
233 0.1760 PX 0.00 0.50
234 0.1056 PX 0.00 1.30
235 0.1056 PX 0.00 1.00
236 0.1056 PX 0.00 1.30
237 0.1056 PX 0.00 1.00
238 0.1760 PX 0.00 0.50
239 0.1056 PX 0.00 1.30
240 0.1056 PX 0.00 1.00
241 0.1056 PX 0.00 1.30
242 0.1056 PX 0.00 1.00
243 0.1760 PX 0.00 0.50
244 0.1056 PX 0.00 1.30
245 0.1056 PX 0.00 1.00
246 0.1056 PX 0.00 1.30
247 0.1056 PX 0.00 1.00
248 0.1760 PX 0.00 0.50
249 0.1056 PX 0.00 1.30
250 0.1056 PX 0.00 1.00
251 0.1056 PX 0.00 1.30
173
252 0.1056 PX 0.00 1.00
253 0.1760 PX 0.00 0.50
254 0.1056 PX 0.00 1.30
255 0.1056 PX 0.00 1.00
256 0.1056 PX 0.00 1.30
269 0.1760 PX 0.00 0.50
274 0.1760 PX 0.00 0.50
279 0.1760 PX 0.00 0.50
284 0.1760 PX 0.00 0.50
296 0.1056 PX 0.00 1.54
297 0.1056 PX 0.00 1.54
300 0.1056 PX 0.00 1.54
301 0.1056 PX 0.00 1.54
308 0.1056 PX 0.00 1.54
309 0.1056 PX 0.00 1.54
312 0.1056 PX 0.00 1.54
313 0.1056 PX 0.00 1.54
70 -0.5198 PZ 0.00 1.00
72 -0.5198 PZ 0.00 5.00
73 -0.5198 PZ 0.00 5.00
74 -0.5198 PZ 0.00 5.00
75 -0.5198 PZ 0.00 5.00
76 -0.5198 PZ 0.00 5.00
77 -0.5198 PZ 0.00 5.00
86 -0.5198 PZ 0.00 1.00
87 -0.5198 PZ 0.00 5.00
88 -0.5198 PZ 0.00 5.00
89 -0.5198 PZ 0.00 5.00
90 -0.5198 PZ 0.00 2.80
91 -0.5198 PZ 0.00 2.20
92 -0.5198 PZ 0.00 5.00
97 -0.5198 PZ 0.00 2.80
102 -0.5198 PZ 0.00 2.20
121 -0.5198 PZ 0.00 2.20
122 -0.5198 PZ 0.00 2.20
123 -0.5198 PZ 0.00 2.20
124 -0.5198 PZ 0.00 2.20
125 -0.5198 PZ 0.00 2.20
126 -0.5198 PZ 0.00 2.20
127 -0.5198 PZ 0.00 2.20
128 -0.5198 PZ 0.00 2.20
129 -0.5544 PZ 0.00 5.00
130 -0.5544 PZ 0.00 5.00
131 -0.5544 PZ 0.00 5.00
132 -0.5544 PZ 0.00 5.00
133 -0.5544 PZ 0.00 5.00
134 -0.5544 PZ 0.00 5.00
135 -0.5544 PZ 0.00 5.00
174
136 -0.5544 PZ 0.00 5.00
137 -0.5544 PZ 0.00 5.00
138 -0.5544 PZ 0.00 5.00
139 -0.5544 PZ 0.00 5.00
185 -0.1760 PZ 0.00 2.00
188 -0.1760 PZ 0.00 2.00
190 -0.1760 PZ 0.00 2.00
192 -0.1760 PZ 0.00 2.00
194 -0.1760 PZ 0.00 2.00
196 -0.1760 PZ 0.00 2.00
198 -0.1760 PZ 0.00 2.00
200 -0.1760 PZ 0.00 2.00
202 -0.1760 PZ 0.00 2.00
204 -0.1760 PZ 0.00 2.00
206 -0.1760 PZ 0.00 2.00
208 -0.1760 PZ 0.00 0.50
224 -0.1056 PZ 0.00 1.30
226 -0.1056 PZ 0.00 1.30
228 -0.1760 PZ 0.00 0.50
229 -0.1056 PZ 0.00 1.30
231 -0.1056 PZ 0.00 1.30
233 -0.1760 PZ 0.00 0.50
234 -0.1056 PZ 0.00 1.30
236 -0.1056 PZ 0.00 1.30
238 -0.1760 PZ 0.00 0.50
239 -0.1056 PZ 0.00 1.30
241 -0.1056 PZ 0.00 1.30
243 -0.1760 PZ 0.00 0.50
244 -0.1056 PZ 0.00 1.30
246 -0.1056 PZ 0.00 1.30
248 -0.1760 PZ 0.00 0.50
249 -0.1056 PZ 0.00 1.30
251 -0.1056 PZ 0.00 1.30
253 -0.1760 PZ 0.00 0.50
254 -0.1056 PZ 0.00 1.30
256 -0.1056 PZ 0.00 1.30
269 -0.1760 PZ 0.00 0.50
274 -0.1760 PZ 0.00 0.50
279 -0.1760 PZ 0.00 0.50
284 -0.1760 PZ 0.00 0.50
294 -0.1056 PZ 0.00 1.00
295 -0.1056 PZ 0.00 1.00
296 -0.1056 PZ 0.00 1.54
297 -0.1056 PZ 0.00 1.54
298 -0.1056 PZ 0.00 1.00
299 -0.1056 PZ 0.00 1.00
300 -0.1056 PZ 0.00 1.54
301 -0.1056 PZ 0.00 1.54
306 -0.1056 PZ 0.00 1.00
307 -0.1056 PZ 0.00 1.00
175
308 -0.1056 PZ 0.00 1.54
309 -0.1056 PZ 0.00 1.54
310 -0.1056 PZ 0.00 1.00
311 -0.1056 PZ 0.00 1.00
312 -0.1056 PZ 0.00 1.54
313 -0.1056 PZ 0.00 1.54
***********************************************************
**
* X DIRECTION : Ta = 0.406 Tb = 1.540 Tuser = 0.000 *
* T = 0.406, LOAD FACTOR = 1.500 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.0493 x 2680.85 = 132.11 KN *
**
***********************************************************
***********************************************************
**
* Z DIRECTION : Ta = 0.406 Tb = 1.570 Tuser = 0.000 *
* T = 0.406, LOAD FACTOR = 1.500 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.0493 x 2680.85 = 132.11 KN *
**
***********************************************************
JOINT
LATERAL TORSIONAL LOAD -1
LOAD (KN ) MOMENT (KN -METE) FACTOR -1.500
49 FX 1.467 MY 1.954
50 FX 3.513 MY 4.680
52 FX 5.258 MY 7.004
53 FX 5.258 MY 7.004
54 FX 5.258 MY 7.004
55 FX 5.258 MY 7.004
56 FX 5.258 MY 7.004
57 FX 3.077 MY 4.099
58 FX 1.467 MY 1.954
59 FX 1.636 MY 2.179
60 FX 1.636 MY 2.179
61 FX 1.636 MY 2.179
62 FX 1.636 MY 2.179
63 FX 1.636 MY 2.179
64 FX 1.636 MY 2.179
65 FX 1.636 MY 2.179
66 FX 3.513 MY 4.680
67 FX 5.258 MY 7.004
68 FX 5.258 MY 7.004
176
69 FX 5.090 MY 6.779
70 FX 2.298 MY 3.061
71 FX 4.829 MY 6.432
72 FX 2.298 MY 3.061
73 FX 5.090 MY 6.779
74 FX 3.077 MY 4.099
75 FX 1.636 MY 2.179
76 FX 1.636 MY 2.179
77 FX 1.636 MY 2.179
78 FX 1.636 MY 2.179
79 FX 4.298 MY 5.726
80 FX 5.258 MY 7.004
81 FX 5.258 MY 7.004
82 FX 3.077 MY 4.099
83 FX 4.298 MY 5.726
84 FX 5.258 MY 7.004
85 FX 5.258 MY 7.004
86 FX 3.077 MY 4.099
-------------------TOTAL
= 126.306 168.239 AT LEVEL 5.000 METE
88 FX 1.014 MY 1.216
91 FX 1.014 MY 1.216
94 FX 1.014 MY 1.216
97 FX 1.014 MY 1.216
100 FX 1.014 MY 1.216
103 FX 1.014 MY 1.216
106 FX 1.014 MY 1.216
109 FX 1.014 MY 1.216
112 FX 1.014 MY 1.216
115 FX 1.014 MY 1.216
118 FX 1.014 MY 1.216
-------------------TOTAL
= 11.151 13.381 AT LEVEL 7.000 METE
154 FX 1.057 MY 1.269
173 FX 1.057 MY 1.269
178 FX 1.057 MY 1.269
183 FX 1.057 MY 1.269
188 FX 1.057 MY 1.269
193 FX 1.057 MY 1.269
198 FX 1.057 MY 1.269
217 FX 1.059 MY 1.270
222 FX 1.059 MY 1.270
227 FX 1.059 MY 1.270
232 FX 1.059 MY 1.270
-------------------TOTAL
= 11.636 13.963 AT LEVEL 7.500 METE
167 FX 1.113 MY 1.483
177
168 FX 1.117 MY 1.488
169 FX 1.117 MY 1.488
170 FX 1.113 MY 1.483
171 FX 1.113 MY 1.483
172 FX 1.117 MY 1.488
174 FX 1.117 MY 1.488
175 FX 1.113 MY 1.483
176 FX 1.113 MY 1.483
177 FX 1.117 MY 1.488
179 FX 1.117 MY 1.488
180 FX 1.113 MY 1.483
181 FX 1.113 MY 1.483
182 FX 1.117 MY 1.488
184 FX 1.117 MY 1.488
185 FX 1.113 MY 1.483
186 FX 1.113 MY 1.483
187 FX 1.117 MY 1.488
189 FX 1.117 MY 1.488
190 FX 1.113 MY 1.483
191 FX 1.113 MY 1.483
192 FX 1.117 MY 1.488
194 FX 1.117 MY 1.488
195 FX 1.113 MY 1.483
196 FX 1.113 MY 1.483
197 FX 1.117 MY 1.488
199 FX 1.117 MY 1.488
200 FX 1.113 MY 1.483
241 FX 1.118 MY 1.489
242 FX 1.113 MY 1.483
243 FX 1.118 MY 1.489
244 FX 1.113 MY 1.483
245 FX 1.118 MY 1.489
246 FX 1.113 MY 1.483
247 FX 1.118 MY 1.489
248 FX 1.113 MY 1.483
254 FX 1.118 MY 1.489
255 FX 1.113 MY 1.483
256 FX 1.118 MY 1.489
257 FX 1.113 MY 1.483
258 FX 1.118 MY 1.489
259 FX 1.113 MY 1.483
260 FX 1.118 MY 1.489
261 FX 1.113 MY 1.483
TOTAL = 49.069 65.360 AT LEVEL 8.000 METE
JOINT
LATERAL TORSIONAL LOAD -2
178
LOAD (KN ) MOMENT (KN -METE) FACTOR -1.500
49 FZ 1.467 MY -2.729
50 FZ 3.513 MY -6.535
52 FZ 5.258 MY -9.780
53 FZ 5.258 MY -9.780
54 FZ 5.258 MY -9.780
55 FZ 5.258 MY -9.780
56 FZ 5.258 MY -9.780
57 FZ 3.077 MY -5.723
58 FZ 1.467 MY -2.729
59 FZ 1.636 MY -3.043
60 FZ 1.636 MY -3.043
61 FZ 1.636 MY -3.043
62 FZ 1.636 MY -3.043
63 FZ 1.636 MY -3.043
64 FZ 1.636 MY -3.043
65 FZ 1.636 MY -3.043
66 FZ 3.513 MY -6.535
67 FZ 5.258 MY -9.780
68 FZ 5.258 MY -9.780
69 FZ 5.090 MY -9.467
70 FZ 2.298 MY -4.275
71 FZ 4.829 MY -8.982
72 FZ 2.298 MY -4.275
73 FZ 5.090 MY -9.467
74 FZ 3.077 MY -5.723
75 FZ 1.636 MY -3.043
76 FZ 1.636 MY -3.043
77 FZ 1.636 MY -3.043
78 FZ 1.636 MY -3.043
79 FZ 4.298 MY -7.995
80 FZ 5.258 MY -9.780
81 FZ 5.258 MY -9.780
82 FZ 3.077 MY -5.723
83 FZ 4.298 MY -7.995
84 FZ 5.258 MY -9.780
85 FZ 5.258 MY -9.780
86 FZ 3.077 MY -5.723
-------------------TOTAL
= 126.306 -234.929 AT LEVEL 5.000 METE
88 FZ 1.014 MY -1.825
91 FZ 1.014 MY -1.825
94 FZ 1.014 MY -1.825
97 FZ 1.014 MY -1.825
100 FZ 1.014 MY -1.825
103 FZ 1.014 MY -1.825
106 FZ 1.014 MY -1.825
179
109 FZ 1.014 MY -1.825
112 FZ 1.014 MY -1.825
115 FZ 1.014 MY -1.825
118 FZ 1.014 MY -1.825
-------------------TOTAL
= 11.151 -20.072 AT LEVEL 7.000 METE
154 FZ 1.057 MY -1.903
173 FZ 1.057 MY -1.903
178 FZ 1.057 MY -1.903
183 FZ 1.057 MY -1.903
188 FZ 1.057 MY -1.903
193 FZ 1.057 MY -1.903
198 FZ 1.057 MY -1.903
217 FZ 1.059 MY -1.906
222 FZ 1.059 MY -1.906
227 FZ 1.059 MY -1.906
232 FZ 1.059 MY -1.906
-------------------TOTAL
= 11.636 -20.944 AT LEVEL 7.500 METE
167 FZ 1.113 MY -2.003
168 FZ 1.117 MY -2.011
169 FZ 1.117 MY -2.011
170 FZ 1.113 MY -2.003
171 FZ 1.113 MY -2.003
172 FZ 1.117 MY -2.011
174 FZ 1.117 MY -2.011
175 FZ 1.113 MY -2.003
176 FZ 1.113 MY -2.003
177 FZ 1.117 MY -2.011
179 FZ 1.117 MY -2.011
180 FZ 1.113 MY -2.003
181 FZ 1.113 MY -2.003
182 FZ 1.117 MY -2.011
184 FZ 1.117 MY -2.011
185 FZ 1.113 MY -2.003
186 FZ 1.113 MY -2.003
187 FZ 1.117 MY -2.011
189 FZ 1.117 MY -2.011
190 FZ 1.113 MY -2.003
191 FZ 1.113 MY -2.003
192 FZ 1.117 MY -2.011
194 FZ 1.117 MY -2.011
195 FZ 1.113 MY -2.003
196 FZ 1.113 MY -2.003
197 FZ 1.117 MY -2.011
199 FZ 1.117 MY -2.011
200 FZ 1.113 MY -2.003
241 FZ 1.118 MY -2.012
180
242 FZ 1.113 MY -2.003
243 FZ 1.118 MY -2.012
244 FZ 1.113 MY -2.003
245 FZ 1.118 MY -2.012
246 FZ 1.113 MY -2.003
247 FZ 1.118 MY -2.012
248 FZ 1.113 MY -2.003
254 FZ 1.118 MY -2.012
255 FZ 1.113 MY -2.003
256 FZ 1.118 MY -2.012
257 FZ 1.113 MY -2.003
258 FZ 1.118 MY -2.012
259 FZ 1.113 MY -2.003
260 FZ 1.118 MY -2.012
261 FZ 1.113 MY -2.003
TOTAL = 49.069 -88.325 AT LEVEL 8.000 METE
FOR LOADING -1
APPLIED JOINT EQUIVALENT LOADS
JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z
12 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
13 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
14 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
15 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
16 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
17 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
18 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
33 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
34 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
35 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
36 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
49 1.46705E+00-1.11476E+01 0.00000E+00 3.56369E+00 1.95411E+00-1.84075E01
181
50 3.51325E+00-4.06438E+01 0.00000E+00 1.06911E+00 4.67965E+004.41780E+00
52 5.25809E+00-6.57958E+01
07
53 5.25809E+00-6.57958E+01
07
54 5.25809E+00-6.57958E+01
0.00000E+00
55 5.25809E+00-6.57958E+01
0.00000E+00
56 5.25809E+00-6.57958E+01
06
57 3.07704E+00-3.43558E+01
4.60187E+00
58 1.46705E+00-1.11476E+01
01
59 1.63606E+00-1.35839E+01
0.00000E+00
60 1.63606E+00-1.35839E+01
0.00000E+00
61 1.63606E+00-1.35839E+01
0.00000E+00
62 1.63606E+00-1.35839E+01
0.00000E+00
63 1.63606E+00-1.35839E+01
0.00000E+00
64 1.63606E+00-1.35839E+01
0.00000E+00
65 1.63606E+00-1.35839E+01
0.00000E+00
66 3.51325E+00-4.06438E+01
4.41780E+00
67 5.25809E+00-6.57958E+01
07
68 5.25809E+00-6.57958E+01
07
69 5.08953E+00-6.33660E+01
3.15873E+00
70 2.29820E+00-2.31287E+01
01
71 4.82903E+00-5.96109E+01
0.00000E+00
72 2.29820E+00-2.31287E+01
01
73 5.08953E+00-6.33660E+01
3.15872E+00
0.00000E+00 1.06911E+00 7.00378E+00 4.31003E0.00000E+00 1.06911E+00 7.00378E+00-8.62006E0.00000E+00 1.06911E+00 7.00378E+00
0.00000E+00 1.06911E+00 7.00378E+00
0.00000E+00 1.06911E+00 7.00378E+00 3.01702E0.00000E+00 1.06911E+00 4.09862E+00
0.00000E+00-3.56369E+00 1.95411E+00-1.84075E0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00-1.06911E+00 4.67965E+000.00000E+00-1.06911E+00 7.00378E+00 4.31003E0.00000E+00-1.06911E+00 7.00378E+00-8.62006E0.00000E+00-1.06911E+00 6.77926E+00
0.00000E+00 1.44315E+00 3.06120E+00 5.52224E0.00000E+00-1.06911E+00 6.43227E+00
0.00000E+00 1.44315E+00 3.06120E+00-5.52224E0.00000E+00-1.06911E+00 6.77926E+00-
182
74 3.07704E+00-3.43558E+01 0.00000E+00-1.06911E+00 4.09862E+00
4.60187E+00
75 1.63606E+00-1.35839E+01 0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00
76 1.63606E+00-1.35839E+01 0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00
77 1.63606E+00-1.35839E+01 0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00
78 1.63606E+00-1.35839E+01 0.00000E+00 0.00000E+00 2.17923E+00
0.00000E+00
79 4.29843E+00-5.19622E+01 0.00000E+00 3.15873E+00 5.72551E+00
1.06911E+00
80 5.25809E+00-6.57958E+01 0.00000E+00-1.72401E-06 7.00378E+00
1.06911E+00
81 5.25809E+00-6.57958E+01 0.00000E+00 1.72401E-06 7.00378E+00
1.06911E+00
82 3.07704E+00-3.43558E+01 0.00000E+00-4.60188E+00 4.09862E+00
1.06911E+00
83 4.29843E+00-5.19622E+01 0.00000E+00 3.15873E+00 5.72551E+001.06911E+00
84 5.25809E+00-6.57958E+01 0.00000E+00-1.72401E-06 7.00378E+001.06911E+00
85 5.25809E+00-6.57958E+01 0.00000E+00 1.72401E-06 7.00378E+001.06911E+00
86 3.07704E+00-3.43558E+01 0.00000E+00-4.60188E+00 4.09862E+001.06911E+00
88 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
91 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
94 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
97 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
100 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
103 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
106 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
109 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
112 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
115 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
118 1.01374E+00-4.37906E-01 0.00000E+00 0.00000E+00 1.21648E+00
0.00000E+00
154 1.05726E+00-1.60322E-01-4.91887E-10 1.68361E-09 1.26871E+00
0.00000E+00
183
167 1.11305E+00-2.79774E-02 0.00000E+00 4.66289E-03 1.48259E+00
0.00000E+00
168 1.11709E+00-6.43479E-02-7.78576E-10 2.61122E-03 1.48797E+00
0.00000E+00
169 1.11709E+00-6.43479E-02 2.86689E-10-2.61122E-03 1.48797E+00
0.00000E+00
170 1.11305E+00-2.79774E-02 0.00000E+00-4.66289E-03 1.48259E+00
0.00000E+00
171 1.11305E+00-2.79774E-02 0.00000E+00 4.66289E-03 1.48259E+00
0.00000E+00
172 1.11709E+00-6.43479E-02-7.78576E-10 2.61122E-03 1.48797E+00
0.00000E+00
173 1.05726E+00-1.60322E-01-4.91887E-10 1.68361E-09 1.26871E+00
0.00000E+00
174 1.11709E+00-6.43479E-02 2.86689E-10-2.61122E-03 1.48797E+00
0.00000E+00
175 1.11305E+00-2.79774E-02 0.00000E+00-4.66289E-03 1.48259E+00
0.00000E+00
176 1.11305E+00-2.79774E-02 0.00000E+00 4.66289E-03 1.48259E+00
0.00000E+00
177 1.11709E+00-6.43479E-02-7.78576E-10 2.61122E-03 1.48797E+00
0.00000E+00
178 1.05726E+00-1.60322E-01-4.91887E-10 1.68361E-09 1.26871E+00
0.00000E+00
179 1.11709E+00-6.43479E-02 2.86689E-10-2.61122E-03 1.48797E+00
0.00000E+00
180 1.11305E+00-2.79774E-02 0.00000E+00-4.66289E-03 1.48259E+00
0.00000E+00
181 1.11305E+00-2.79774E-02 0.00000E+00 4.66289E-03 1.48259E+00
0.00000E+00
182 1.11709E+00-6.43479E-02-7.78576E-10 2.61122E-03 1.48797E+00
0.00000E+00
183 1.05726E+00-1.60322E-01-4.91887E-10 1.68361E-09 1.26871E+00
0.00000E+00
184 1.11709E+00-6.43479E-02 2.86689E-10-2.61122E-03 1.48797E+00
0.00000E+00
185 1.11305E+00-2.79774E-02 0.00000E+00-4.66289E-03 1.48259E+00
0.00000E+00
186 1.11305E+00-2.79774E-02 0.00000E+00 4.66289E-03 1.48259E+00
0.00000E+00
187 1.11709E+00-6.43479E-02-7.78576E-10 2.61122E-03 1.48797E+00
0.00000E+00
188 1.05726E+00-1.60322E-01-4.91887E-10 1.68361E-09 1.26871E+00
0.00000E+00
189 1.11709E+00-6.43479E-02 2.86689E-10-2.61122E-03 1.48797E+00
0.00000E+00
184
190 1.11305E+00-2.79774E-02 0.00000E+00-4.66289E-03 1.48259E+00
0.00000E+00
191 1.11305E+00-2.79774E-02 0.00000E+00 4.66289E-03 1.48259E+00
0.00000E+00
192 1.11709E+00-6.43479E-02-7.78576E-10 2.61122E-03 1.48797E+00
0.00000E+00
193 1.05726E+00-1.60322E-01-4.91887E-10 1.68361E-09 1.26871E+00
0.00000E+00
194 1.11709E+00-6.43479E-02 2.86689E-10-2.61122E-03 1.48797E+00
0.00000E+00
195 1.11305E+00-2.79774E-02 0.00000E+00-4.66289E-03 1.48259E+00
0.00000E+00
196 1.11305E+00-2.79774E-02 0.00000E+00 4.66289E-03 1.48259E+00
0.00000E+00
197 1.11709E+00-6.43479E-02-7.78576E-10 2.61122E-03 1.48797E+00
0.00000E+00
198 1.05726E+00-1.60322E-01-4.91887E-10 1.68361E-09 1.26871E+00
0.00000E+00
199 1.11709E+00-6.43479E-02 2.86689E-10-2.61122E-03 1.48797E+00
0.00000E+00
200 1.11305E+00-2.79774E-02 0.00000E+00-4.66289E-03 1.48259E+00
0.00000E+00
217 1.05868E+00-1.73933E-01 0.00000E+00 0.00000E+00 1.27041E+00 2.02033E08
222 1.05868E+00-1.73933E-01 0.00000E+00 0.00000E+00 1.27041E+00 2.02033E08
227 1.05868E+00-1.73933E-01 0.00000E+00 0.00000E+00 1.27041E+00 2.02033E08
232 1.05868E+00-1.73933E-01 0.00000E+00 0.00000E+00 1.27041E+00 2.02033E08
241 1.11785E+00-7.11532E-02 0.00000E+00 0.00000E+00 1.48897E+00 5.84322E03
242 1.11305E+00-2.79774E-02 0.00000E+00 0.00000E+00 1.48259E+00 4.66290E03
243 1.11785E+00-7.11532E-02 0.00000E+00 0.00000E+00 1.48897E+00-5.84325E03
244 1.11305E+00-2.79773E-02 0.00000E+00 0.00000E+00 1.48259E+00-4.66289E03
245 1.11785E+00-7.11532E-02 0.00000E+00 0.00000E+00 1.48897E+00 5.84322E03
246 1.11305E+00-2.79774E-02 0.00000E+00 0.00000E+00 1.48259E+00 4.66290E03
247 1.11785E+00-7.11532E-02 0.00000E+00 0.00000E+00 1.48897E+00-5.84325E03
248 1.11305E+00-2.79773E-02 0.00000E+00 0.00000E+00 1.48259E+00-4.66289E03
254 1.11785E+00-7.11532E-02 0.00000E+00 0.00000E+00 1.48897E+00 5.84322E03
255 1.11305E+00-2.79774E-02 0.00000E+00 0.00000E+00 1.48259E+00 4.66290E03
185
256 1.11785E+00-7.11532E-02 0.00000E+00
03
257 1.11305E+00-2.79773E-02 0.00000E+00
03
258 1.11785E+00-7.11532E-02 0.00000E+00
03
259 1.11305E+00-2.79774E-02 0.00000E+00
03
260 1.11785E+00-7.11532E-02 0.00000E+00
03
261 1.11305E+00-2.79773E-02 0.00000E+00
03
0.00000E+00 1.48897E+00-5.84325E0.00000E+00 1.48259E+00-4.66289E0.00000E+00 1.48897E+00 5.84322E0.00000E+00 1.48259E+00 4.66290E0.00000E+00 1.48897E+00-5.84325E0.00000E+00 1.48259E+00-4.66289E-
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1
LOADTYPE SEISMIC TITLE EARTHQUAKE X
CENTER OF FORCE BASED ON X FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)
X = 0.175211888E+02
Y = 0.600220606E+01
Z = 0.646879148E+01
CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
X = 0.174574538E+02
Y = 0.474904815E+01
Z = 0.632169494E+01
CENTER OF FORCE BASED ON Z FORCES ONLY (METE).
X = 0.159999998E+02
Y = 0.775000011E+01
Z = 0.900598515E+00
***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 198.16
SUMMATION FORCE-Y = -1540.85
SUMMATION FORCE-Z = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX=
186
9740.79 MY= 1542.81 MZ= -28088.73
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = -198.16
SUMMATION FORCE-Y = 1540.85
-9740.79 MY= -1542.81 MZ= 28088.73
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)
MAXIMUMS AT NODE
X = 2.30086E+01 170
Y = -7.91288E+00 255
Z = -1.33968E+01 255
RX= -4.52688E-03 256
RY= 1.11014E-01 170
RZ= -3.41653E-02 255
EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN METE )
JT
EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/
INT FX INT FY INT FZ INT MX INT MY INT MZ
SUPPORT=1
12 0.00 -7.40 0.00 0.00 0.00 0.00
17.04 -106.74 3.83 13.96 1.49 -61.14 111111
13 0.00 -7.40 0.00 0.00 0.00 0.00
17.90 -147.52 2.73 9.90 1.47 -62.51 111111
14 0.00 -7.40 0.00 0.00 0.00 0.00
18.09 -147.14 2.47 7.27 1.47 -62.82 111111
15 0.00 -7.40 0.00 0.00 0.00 0.00
18.26 -136.16 2.81 5.61 1.47 -63.09 111111
16 0.00 -7.40 0.00 0.00 0.00 0.00
17.34 -152.62 -0.49 -2.07 1.47 -61.62 111111
17 0.00 -7.40 0.00 0.00 0.00 0.00
18.74 -159.27 -5.22 -12.15 1.48 -63.85 111111
18 0.00 -7.40 0.00 0.00 0.00 0.00
18.50 -94.32 -4.92 -13.90 1.48 -63.46 111111
33 0.00 -7.40 0.00 0.00 0.00 0.00
23.70 -145.21 -0.16 -1.44 3.26 -77.30 111111
187
34 0.00 -7.40 0.00 0.00 0.00 0.00
16.27 -142.23 -1.01 -2.80 3.27 -71.62 111111
35 0.00 -7.40 0.00 0.00 0.00 0.00
15.14 -146.77 -0.54 -2.04 3.28 -76.39 111111
36 0.00 -7.40 0.00 0.00 0.00 0.00
17.17 -81.45 0.49 -0.41 3.28 -86.42 111111
FOR LOADING 2
12 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
13 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
14 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
15 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
16 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
17 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
18 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
33 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
34 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
35 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
36 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
49 0.00000E+00-1.11476E+01 1.46705E+00 3.56369E+00-2.72871E+00-1.84075E01
50 0.00000E+00-4.06438E+01 3.51325E+00 1.06911E+00-6.53465E+004.41780E+00
52 0.00000E+00-6.57958E+01 5.25809E+00 1.06911E+00-9.78005E+00 4.31003E07
53 0.00000E+00-6.57958E+01 5.25809E+00 1.06911E+00-9.78005E+00-8.62006E07
54 0.00000E+00-6.57958E+01 5.25809E+00 1.06911E+00-9.78005E+00
0.00000E+00
55 0.00000E+00-6.57958E+01 5.25809E+00 1.06911E+00-9.78005E+00
0.00000E+00
56 0.00000E+00-6.57958E+01 5.25809E+00 1.06911E+00-9.78005E+00 3.01702E06
57 0.00000E+00-3.43558E+01 3.07704E+00 1.06911E+00-5.72329E+00
4.60187E+00
58 0.00000E+00-1.11476E+01 1.46705E+00-3.56369E+00-2.72871E+00-1.84075E01
188
59 0.00000E+00-1.35839E+01 1.63606E+00 0.00000E+00-3.04307E+00
0.00000E+00
60 0.00000E+00-1.35839E+01 1.63606E+00 0.00000E+00-3.04307E+00
0.00000E+00
61 0.00000E+00-1.35839E+01 1.63606E+00 0.00000E+00-3.04307E+00
0.00000E+00
62 0.00000E+00-1.35839E+01 1.63606E+00 0.00000E+00-3.04307E+00
0.00000E+00
63 0.00000E+00-1.35839E+01 1.63606E+00 0.00000E+00-3.04307E+00
0.00000E+00
64 0.00000E+00-1.35839E+01 1.63606E+00 0.00000E+00-3.04307E+00
0.00000E+00
65 0.00000E+00-1.35839E+01 1.63606E+00 0.00000E+00-3.04307E+00
0.00000E+00
66 0.00000E+00-4.06438E+01 3.51325E+00-1.06911E+00-6.53465E+004.41780E+00
67 0.00000E+00-6.57958E+01 5.25809E+00-1.06911E+00-9.78005E+00 4.31003E07
68 0.00000E+00-6.57958E+01 5.25809E+00-1.06911E+00-9.78005E+00-8.62006E07
69 0.00000E+00-6.33660E+01
3.15873E+00
70 0.00000E+00-2.31287E+01
01
71 0.00000E+00-5.96109E+01
0.00000E+00
72 0.00000E+00-2.31287E+01
01
73 0.00000E+00-6.33660E+01
3.15872E+00
74 0.00000E+00-3.43558E+01
4.60187E+00
75 0.00000E+00-1.35839E+01
0.00000E+00
76 0.00000E+00-1.35839E+01
0.00000E+00
77 0.00000E+00-1.35839E+01
0.00000E+00
78 0.00000E+00-1.35839E+01
0.00000E+00
79 0.00000E+00-5.19622E+01
1.06911E+00
80 0.00000E+00-6.57958E+01
1.06911E+00
81 0.00000E+00-6.57958E+01
1.06911E+00
5.08953E+00-1.06911E+00-9.46653E+00
2.29820E+00 1.44315E+00-4.27464E+00 5.52224E4.82903E+00-1.06911E+00-8.98200E+00
2.29820E+00 1.44315E+00-4.27464E+00-5.52224E5.08953E+00-1.06911E+00-9.46653E+003.07704E+00-1.06911E+00-5.72329E+00
1.63606E+00 0.00000E+00-3.04307E+00
1.63606E+00 0.00000E+00-3.04307E+00
1.63606E+00 0.00000E+00-3.04307E+00
1.63606E+00 0.00000E+00-3.04307E+00
4.29843E+00 3.15873E+00-7.99508E+00
5.25809E+00-1.72401E-06-9.78005E+00
5.25809E+00 1.72401E-06-9.78005E+00
189
82 0.00000E+00-3.43558E+01 3.07704E+00-4.60188E+00-5.72330E+00
1.06911E+00
83 0.00000E+00-5.19622E+01 4.29843E+00 3.15873E+00-7.99508E+001.06911E+00
84 0.00000E+00-6.57958E+01 5.25809E+00-1.72401E-06-9.78005E+001.06911E+00
85 0.00000E+00-6.57958E+01 5.25809E+00 1.72401E-06-9.78005E+001.06911E+00
86 0.00000E+00-3.43558E+01 3.07704E+00-4.60188E+00-5.72330E+001.06911E+00
88 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
91 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
94 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
97 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
100 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
103 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
106 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
109 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
112 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
115 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
118 0.00000E+00-4.37906E-01 1.01374E+00 0.00000E+00-1.82472E+00
0.00000E+00
154 0.00000E+00-1.60322E-01 1.05726E+00 1.68361E-09-1.90307E+00
0.00000E+00
167 0.00000E+00-2.79774E-02 1.11305E+00 4.66289E-03-2.00350E+00
0.00000E+00
168 0.00000E+00-6.43479E-02 1.11709E+00 2.61122E-03-2.01076E+00
0.00000E+00
169 0.00000E+00-6.43479E-02 1.11709E+00-2.61122E-03-2.01076E+00
0.00000E+00
170 0.00000E+00-2.79774E-02 1.11305E+00-4.66289E-03-2.00350E+00
0.00000E+00
171 0.00000E+00-2.79774E-02 1.11305E+00 4.66289E-03-2.00350E+00
0.00000E+00
172 0.00000E+00-6.43479E-02 1.11709E+00 2.61122E-03-2.01076E+00
0.00000E+00
173 0.00000E+00-1.60322E-01 1.05726E+00 1.68361E-09-1.90307E+00
0.00000E+00
174 0.00000E+00-6.43479E-02 1.11709E+00-2.61122E-03-2.01076E+00
0.00000E+00
190
175 0.00000E+00-2.79774E-02 1.11305E+00-4.66289E-03-2.00350E+00
0.00000E+00
176 0.00000E+00-2.79774E-02 1.11305E+00 4.66289E-03-2.00350E+00
0.00000E+00
177 0.00000E+00-6.43479E-02 1.11709E+00 2.61122E-03-2.01076E+00
0.00000E+00
178 0.00000E+00-1.60322E-01 1.05726E+00 1.68361E-09-1.90307E+00
0.00000E+00
179 0.00000E+00-6.43479E-02 1.11709E+00-2.61122E-03-2.01076E+00
0.00000E+00
180 0.00000E+00-2.79774E-02 1.11305E+00-4.66289E-03-2.00350E+00
0.00000E+00
181 0.00000E+00-2.79774E-02 1.11305E+00 4.66289E-03-2.00350E+00
0.00000E+00
182 0.00000E+00-6.43479E-02 1.11709E+00 2.61122E-03-2.01076E+00
0.00000E+00
183 0.00000E+00-1.60322E-01 1.05726E+00 1.68361E-09-1.90307E+00
0.00000E+00
184 0.00000E+00-6.43479E-02 1.11709E+00-2.61122E-03-2.01076E+00
0.00000E+00
185 0.00000E+00-2.79774E-02 1.11305E+00-4.66289E-03-2.00350E+00
0.00000E+00
186 0.00000E+00-2.79774E-02 1.11305E+00 4.66289E-03-2.00350E+00
0.00000E+00
187 0.00000E+00-6.43479E-02 1.11709E+00 2.61122E-03-2.01076E+00
0.00000E+00
188 0.00000E+00-1.60322E-01 1.05726E+00 1.68361E-09-1.90307E+00
0.00000E+00
189 0.00000E+00-6.43479E-02 1.11709E+00-2.61122E-03-2.01076E+00
0.00000E+00
190 0.00000E+00-2.79774E-02 1.11305E+00-4.66289E-03-2.00350E+00
0.00000E+00
191 0.00000E+00-2.79774E-02 1.11305E+00 4.66289E-03-2.00350E+00
0.00000E+00
192 0.00000E+00-6.43479E-02 1.11709E+00 2.61122E-03-2.01076E+00
0.00000E+00
193 0.00000E+00-1.60322E-01 1.05726E+00 1.68361E-09-1.90307E+00
0.00000E+00
194 0.00000E+00-6.43479E-02 1.11709E+00-2.61122E-03-2.01076E+00
0.00000E+00
195 0.00000E+00-2.79774E-02 1.11305E+00-4.66289E-03-2.00350E+00
0.00000E+00
196 0.00000E+00-2.79774E-02 1.11305E+00 4.66289E-03-2.00350E+00
0.00000E+00
197 0.00000E+00-6.43479E-02 1.11709E+00 2.61122E-03-2.01076E+00
0.00000E+00
191
198 0.00000E+00-1.60322E-01 1.05726E+00 1.68361E-09-1.90307E+00
0.00000E+00
199 0.00000E+00-6.43479E-02 1.11709E+00-2.61122E-03-2.01076E+00
0.00000E+00
200 0.00000E+00-2.79774E-02 1.11305E+00-4.66289E-03-2.00350E+00
0.00000E+00
217-3.49391E-10-1.73933E-01 1.05868E+00 0.00000E+00-1.90562E+00 2.02033E08
222-3.49391E-10-1.73933E-01 1.05868E+00 0.00000E+00-1.90562E+00 2.02033E08
227-3.49391E-10-1.73933E-01 1.05868E+00 0.00000E+00-1.90562E+00 2.02033E08
232-3.49391E-10-1.73933E-01 1.05868E+00 0.00000E+00-1.90562E+00 2.02033E08
241-6.68667E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00 5.84322E03
242 0.00000E+00-2.79774E-02 1.11305E+00 0.00000E+00-2.00350E+00 4.66290E03
243 3.19276E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00-5.84325E03
244 0.00000E+00-2.79773E-02 1.11305E+00 0.00000E+00-2.00350E+00-4.66289E03
245-6.68667E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00 5.84322E03
246 0.00000E+00-2.79774E-02 1.11305E+00 0.00000E+00-2.00350E+00 4.66290E03
247 3.19276E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00-5.84325E03
248 0.00000E+00-2.79773E-02 1.11305E+00 0.00000E+00-2.00350E+00-4.66289E03
254-6.68667E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00 5.84322E03
255 0.00000E+00-2.79774E-02 1.11305E+00 0.00000E+00-2.00350E+00 4.66290E03
256 3.19276E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00-5.84325E03
257 0.00000E+00-2.79773E-02 1.11305E+00 0.00000E+00-2.00350E+00-4.66289E03
258-6.68667E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00 5.84322E03
259 0.00000E+00-2.79774E-02 1.11305E+00 0.00000E+00-2.00350E+00 4.66290E03
260 3.19276E-10-7.11532E-02 1.11785E+00 0.00000E+00-2.01212E+00-5.84325E03
261 0.00000E+00-2.79773E-02 1.11305E+00 0.00000E+00-2.00350E+00-4.66289E03
192
LOADTYPE SEISMIC TITLE EARTHQUAKE Z
X = 0.230641566E+02
Y = 0.775000011E+01
Z = 0.146999998E+02
X = 0.174574538E+02
Y = 0.474904815E+01
Z = 0.632169494E+01
X = 0.175211888E+02
Y = 0.600220606E+01
Z = 0.646879148E+01
10930.19 MY= -3836.30 MZ= -26899.33
SUMMATION FORCE-Z = -198.16
-10930.19 MY= 3836.30 MZ= 26899.33
193
MAXIMUMS AT NODE
X = 1.49415E+01 191
Y = -6.59013E+00 170
Z = 3.28880E+01 246
RX= 3.26418E-02 248
RY= -1.57060E-01 255
RZ= 5.73125E-03 197
JT EXT FX/
INT FX
EXT FY/
INT FY
EXT FZ/
INT FZ
EXT MX/
INT MX
EXT MY/
INT MY
EXT MZ/
INT MZ
SUPPORT=1
12 0.00 -7.40 0.00 0.00 0.00 0.00
0.18 -120.14 11.08 65.89 -0.13 -0.82 111111
13 0.00 -7.40 0.00 0.00 0.00 0.00
0.09 -142.46 11.02 64.00 -0.11 -0.67 111111
14 0.00 -7.40 0.00 0.00 0.00 0.00
0.34 -149.41 13.15 65.70 -0.11 -1.08 111111
15 0.00 -7.40 0.00 0.00 0.00 0.00
0.83 -136.73 18.61 72.96 -0.14 -1.85 111111
16 0.00 -7.40 0.00 0.00 0.00 0.00
0.27 -116.80 24.18 80.50 -0.18 -0.97 111111
17 0.00 -7.40 0.00 0.00 0.00 0.00
0.04 -136.72 18.20 69.05 -0.22 -0.59 111111
18 0.00 -7.40 0.00 0.00 0.00 0.00
1.55 -84.17 11.67 56.73 -0.23 -3.01 111111
33 0.00 -7.40 0.00 0.00 0.00 0.00
0.97 -204.09 24.96 79.78 -1.62 -1.81 111111
34 0.00 -7.40 0.00 0.00 0.00 0.00
-0.26 -130.13 21.23 73.82 -1.63 2.13 111111
35 0.00 -7.40 0.00 0.00 0.00 0.00
-1.40 -141.10 22.05 75.12 -1.64 5.95 111111
36 0.00 -7.40 0.00 0.00 0.00 0.00
-2.61 -97.67 22.01 75.05 -1.65 9.93 111111
FOR LOADING 3
194
12 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
13 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
14 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
15 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
16 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
17 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
18 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
33 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
34 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
35 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
36 0.00000E+00-7.40210E+00 0.00000E+00
0.00000E+000.00000E+000.00000E+00
49 0.00000E+00-1.87776E+01 0.00000E+00 8.24236E+00 0.00000E+00-3.92408E01
50 0.00000E+00-5.71521E+01 0.00000E+00 2.78172E+00 0.00000E+001.43170E+01
52 0.00000E+00-8.99324E+01 0.00000E+00 2.15499E+00 0.00000E+00 3.44802E06
53 0.00000E+00-8.99324E+01 0.00000E+00 2.15499E+00 0.00000E+00-1.72401E06
54 0.00000E+00-8.99324E+01 0.00000E+00 2.15499E+00 0.00000E+00-1.72401E06
55 0.00000E+00-8.99324E+01 0.00000E+00 2.15499E+00 0.00000E+00 1.72401E06
56 0.00000E+00-8.99324E+01 0.00000E+00 2.15499E+00 0.00000E+00 1.37921E05
57 0.00000E+00-4.64241E+01 0.00000E+00 1.61205E+00 0.00000E+00
1.47094E+01
58 0.00000E+00-1.87776E+01 0.00000E+00-8.24236E+00 0.00000E+00-3.92408E01
59 0.00000E+00-2.51573E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
60 0.00000E+00-2.39707E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
61 0.00000E+00-2.39707E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
195
62 0.00000E+00-2.39707E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
63 0.00000E+00-2.39707E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
64 0.00000E+00-2.39707E+01 0.00000E+00-2.15501E-07 0.00000E+00
0.00000E+00
65 0.00000E+00-1.87773E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
66 0.00000E+00-5.71521E+01 0.00000E+00-2.78172E+00 0.00000E+001.43170E+01
67 0.00000E+00-8.99324E+01 0.00000E+00-2.15499E+00 0.00000E+00 1.72401E06
68 0.00000E+00-8.99324E+01 0.00000E+00-2.15499E+00 0.00000E+00-1.72401E06
69 0.00000E+00-8.18332E+01 0.00000E+00-2.15499E+00 0.00000E+00
1.05151E+01
70 0.00000E+00-3.92374E+01 0.00000E+00 3.95248E+00 0.00000E+00
2.47472E+00
71 0.00000E+00-6.82936E+01 0.00000E+00-2.15499E+00 0.00000E+00 1.07751E06
72 0.00000E+00-3.92374E+01 0.00000E+00 3.95248E+00 0.00000E+002.47472E+00
73 0.00000E+00-8.18332E+01 0.00000E+00-2.15499E+00 0.00000E+001.05151E+01
74 0.00000E+00-4.64241E+01 0.00000E+00-1.61205E+00 0.00000E+00
1.47094E+01
75 0.00000E+00-2.30364E+01 0.00000E+00 0.00000E+00 0.00000E+00-2.15501E07
76 0.00000E+00-2.39707E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
77 0.00000E+00-2.39707E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
78 0.00000E+00-1.87773E+01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
79 0.00000E+00-7.01134E+01 0.00000E+00 1.07570E+01 0.00000E+00
2.13778E+00
80 0.00000E+00-8.99324E+01 0.00000E+00-3.44802E-06 0.00000E+00
2.15499E+00
81 0.00000E+00-8.99324E+01 0.00000E+00 5.17204E-06 0.00000E+00
2.15499E+00
82 0.00000E+00-4.64241E+01 0.00000E+00-1.47094E+01 0.00000E+00
1.61205E+00
83 0.00000E+00-7.01134E+01 0.00000E+00 1.07570E+01 0.00000E+002.13778E+00
84 0.00000E+00-8.99324E+01 0.00000E+00-3.44802E-06 0.00000E+002.15499E+00
196
85 0.00000E+00-8.99324E+01 0.00000E+00 5.17204E-06 0.00000E+002.15499E+00
86 0.00000E+00-4.64241E+01 0.00000E+00-1.47094E+01 0.00000E+001.61205E+00
88 0.00000E+00-4.37906E-01 0.00000E+00 0.00000E+000.00000E+000.00000E+00
91 0.00000E+00-4.37906E-01 0.00000E+00 0.00000E+000.00000E+000.00000E+00
94 0.00000E+00-4.37906E-01 0.00000E+00 0.00000E+000.00000E+000.00000E+00
97 0.00000E+00-4.37906E-01 0.00000E+00 0.00000E+000.00000E+000.00000E+00
100 0.00000E+00-4.37906E-01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
103 0.00000E+00-4.37906E-01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
106 0.00000E+00-4.37906E-01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
109 0.00000E+00-4.37906E-01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
112 0.00000E+00-4.37906E-01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
115 0.00000E+00-4.37906E-01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
118 0.00000E+00-4.37906E-01 0.00000E+00
0.00000E+000.00000E+000.00000E+00
154 0.00000E+00-2.96032E+00-4.07225E-02-6.88210E-02 0.00000E+00
0.00000E+00
167 0.00000E+00-2.12798E+00 0.00000E+00 1.79667E-01 0.00000E+00
0.00000E+00
168 0.00000E+00-3.30010E+00 2.03613E-02 1.41126E-01 0.00000E+00
0.00000E+00
169 0.00000E+00-3.82860E+00 2.03613E-02-2.09947E-01 0.00000E+00
0.00000E+00
170 0.00000E+00-2.12798E+00 0.00000E+00-1.79666E-01 0.00000E+00
0.00000E+00
171 0.00000E+00-2.12798E+00 0.00000E+00 1.79667E-01 0.00000E+00
0.00000E+00
172 0.00000E+00-3.30010E+00 2.03613E-02 1.41126E-01 0.00000E+00
0.00000E+00
173 0.00000E+00-2.96032E+00-4.07225E-02-6.88210E-02 0.00000E+00
0.00000E+00
174 0.00000E+00-3.82860E+00 2.03613E-02-2.09947E-01 0.00000E+00
0.00000E+00
175 0.00000E+00-2.12798E+00 0.00000E+00-1.79666E-01 0.00000E+00
0.00000E+00
176 0.00000E+00-2.12798E+00 0.00000E+00 1.79667E-01 0.00000E+00
0.00000E+00
177 0.00000E+00-3.30010E+00 2.03603E-02 1.41133E-01 0.00000E+00
0.00000E+00
178 0.00000E+00-2.96032E+00-4.07214E-02-6.88210E-02 0.00000E+00
0.00000E+00
179 0.00000E+00-3.82860E+00 2.03613E-02-2.09947E-01 0.00000E+00
0.00000E+00
197
180 0.00000E+00-2.12798E+00 0.00000E+00-1.79666E-01 0.00000E+00
0.00000E+00
181 0.00000E+00-2.12798E+00 0.00000E+00 1.79667E-01 0.00000E+00
0.00000E+00
182 0.00000E+00-3.30010E+00 2.03603E-02 1.41133E-01 0.00000E+00
0.00000E+00
183 0.00000E+00-2.96032E+00-4.07214E-02-6.88210E-02 0.00000E+00
0.00000E+00
184 0.00000E+00-3.82860E+00 2.03613E-02-2.09947E-01 0.00000E+00
0.00000E+00
185 0.00000E+00-2.12798E+00 0.00000E+00-1.79666E-01 0.00000E+00
0.00000E+00
186 0.00000E+00-2.12798E+00 0.00000E+00 1.79667E-01 0.00000E+00
0.00000E+00
187 0.00000E+00-3.30010E+00 2.03603E-02 1.41133E-01 0.00000E+00
0.00000E+00
188 0.00000E+00-2.96032E+00-4.07214E-02-6.88210E-02 0.00000E+00
0.00000E+00
189 0.00000E+00-3.82860E+00 2.03613E-02-2.09947E-01 0.00000E+00
0.00000E+00
190 0.00000E+00-2.12798E+00 0.00000E+00-1.79666E-01 0.00000E+00
0.00000E+00
191 0.00000E+00-2.12798E+00 0.00000E+00 1.79667E-01 0.00000E+00
0.00000E+00
192 0.00000E+00-3.30010E+00 2.03603E-02 1.41133E-01 0.00000E+00
0.00000E+00
193 0.00000E+00-2.75127E+00 6.78825E-03-1.37642E-01 0.00000E+00
0.00000E+00
194 0.00000E+00-2.63765E+00-2.71483E-02 1.94568E-02 0.00000E+00
0.00000E+00
195 0.00000E+00-2.12798E+00 0.00000E+00-1.79666E-01 0.00000E+00
0.00000E+00
196 0.00000E+00-2.12798E+00 0.00000E+00 1.79667E-01 0.00000E+00
0.00000E+00
197 0.00000E+00-3.30010E+00 2.03603E-02 1.41133E-01 0.00000E+00
0.00000E+00
198 0.00000E+00-2.75127E+00 6.78825E-03-1.37642E-01 0.00000E+00
0.00000E+00
199 0.00000E+00-2.63765E+00-2.71483E-02 1.94568E-02 0.00000E+00
0.00000E+00
200 0.00000E+00-2.12798E+00 0.00000E+00-1.79666E-01 0.00000E+00
0.00000E+00
217 1.10324E-07-2.87145E+00 0.00000E+00 0.00000E+000.00000E+00 2.15501E07
222 1.10324E-07-2.87145E+00 0.00000E+00 0.00000E+000.00000E+00 2.15501E07
227 1.10324E-07-2.87145E+00 0.00000E+00 0.00000E+000.00000E+00 2.15501E07
198
232 1.10324E-07-2.87145E+00 0.00000E+00 0.00000E+000.00000E+00 2.15501E07
241 4.11489E-03-5.02240E+00 0.00000E+00 0.00000E+000.00000E+00 2.97599E01
242 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+000.00000E+00 1.79666E01
243-4.11493E-03-5.02240E+00 0.00000E+00 0.00000E+00 0.00000E+00-2.97600E01
244 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.79666E01
245 4.11489E-03-5.02240E+00 0.00000E+00 0.00000E+000.00000E+00 2.97599E01
246 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+000.00000E+00 1.79666E01
247-4.11493E-03-5.02240E+00 0.00000E+00 0.00000E+00 0.00000E+00-2.97600E01
248 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.79666E01
254 4.11489E-03-5.02240E+00 0.00000E+00 0.00000E+000.00000E+00 2.97599E01
255 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+000.00000E+00 1.79666E01
256-4.11493E-03-5.02240E+00 0.00000E+00 0.00000E+00 0.00000E+00-2.97600E01
257 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.79666E01
258 4.11489E-03-5.02240E+00 0.00000E+00 0.00000E+000.00000E+00 2.97599E01
259 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+000.00000E+00 1.79666E01
260-4.11493E-03-5.02240E+00 0.00000E+00 0.00000E+00 0.00000E+00-2.97600E01
261 0.00000E+00-2.12798E+00 0.00000E+00 0.00000E+00 0.00000E+00-1.79666E01
LOADTYPE DEAD TITLE DEAD LOAD
X = 0.160697785E+06
Y = 0.726235455E+01
Z = 0.146999998E+02
199
X = 0.173412417E+02
Y = 0.503745680E+01
Z = 0.635417387E+01
X = 0.168939282E+02
Y = 0.575108553E+05
Z = -0.689999141E+05
14509.59 MY= 0.00 MZ= -39599.77
-14509.59 MY= 0.00 MZ= 39599.77
MAXIMUMS AT NODE
X = 3.35660E+00 254
Y = -2.10730E+01 259
200
Z = -2.38472E+00 197
RX= 7.89949E-02 170
RY= 2.34016E-05 50
RZ= -1.15228E-01 255
JT EXT FX/
INT FX
EXT FY/
INT FY
EXT FZ/
INT FZ
EXT MX/
INT MX
EXT MY/
INT MY
EXT MZ/
INT MZ
SUPPORT=1
12 0.00 -7.40 0.00 0.00 0.00 0.00
-0.63 -192.83 -0.03 -0.22 0.10 1.39 111111
13 0.00 -7.40 0.00 0.00 0.00 0.00
-0.42 -216.44 -0.15 -0.67 0.10 1.04 111111
14 0.00 -7.40 0.00 0.00 0.00 0.00
-0.21 -220.08 -0.14 -0.91 0.10 0.72 111111
15 0.00 -7.40 0.00 0.00 0.00 0.00
-0.28 -222.10 -0.10 -1.10 0.10 0.83 111111
16 0.00 -7.40 0.00 0.00 0.00 0.00
-0.32 -222.26 1.00 0.48 0.10 0.89 111111
17 0.00 -7.40 0.00 0.00 0.00 0.00
-0.05 -224.90 -0.04 -1.47 0.10 0.45 111111
18 0.00 -7.40 0.00 0.00 0.00 0.00
2.00 -119.67 -0.22 -2.02 0.10 -2.81 111111
33 0.00 -7.40 0.00 0.00 0.00 0.00
-0.19 -215.78 -0.26 -1.57 0.05 0.51 111111
34 0.00 -7.40 0.00 0.00 0.00 0.00
-0.06 -218.32 -1.01 -2.76 0.05 0.16 111111
35 0.00 -7.40 0.00 0.00 0.00 0.00
0.03 -226.16 -0.56 -2.04 0.05 -0.13 111111
36 0.00 -7.40 0.00 0.00 0.00 0.00
0.12 -123.61 1.51 1.26 0.05 -0.42 111111
FOR LOADING 4
201
49 0.00000E+00-6.38000E+00 0.00000E+00 4.67867E+00 0.00000E+00
0.00000E+00
50 0.00000E+00-2.52464E+01 0.00000E+00 3.22788E+00 0.00000E+001.85722E+01
52 0.00000E+00-4.41127E+01 0.00000E+00 4.11642E+00 0.00000E+00 1.72401E06
53 0.00000E+00-4.41127E+01 0.00000E+00 4.11642E+00 0.00000E+00-5.17204E06
54 0.00000E+00-4.41127E+01 0.00000E+00 4.11642E+00 0.00000E+00-8.62006E06
55 0.00000E+00-4.41127E+01
06
56 0.00000E+00-4.41127E+01
05
57 0.00000E+00-2.20563E+01
1.85722E+01
58 0.00000E+00-6.38000E+00
0.00000E+00
59 0.00000E+00-2.60673E+01
0.00000E+00
60 0.00000E+00-3.93746E+01
0.00000E+00
61 0.00000E+00-3.93746E+01
0.00000E+00
62 0.00000E+00-3.93746E+01
0.00000E+00
63 0.00000E+00-3.93746E+01
0.00000E+00
64 0.00000E+00-3.93746E+01
0.00000E+00
65 0.00000E+00-1.96873E+01
0.00000E+00
66 0.00000E+00-2.52464E+01
1.85722E+01
67 0.00000E+00-4.41127E+01
06
68 0.00000E+00-4.41127E+01
0.00000E+00
69 0.00000E+00-3.30458E+01
1.43345E+01
70 0.00000E+00-3.45298E+01
1.09618E+00
71 0.00000E+00-3.29149E+01
06
72 0.00000E+00-3.45298E+01
1.09618E+00
0.00000E+00 4.11643E+00 0.00000E+00 5.17204E0.00000E+00 4.11642E+00 0.00000E+00 2.41362E0.00000E+00 2.05821E+00 0.00000E+00
0.00000E+00-4.67867E+00 0.00000E+00
0.00000E+00-8.62006E-07 0.00000E+00
0.00000E+00-4.31003E-07 0.00000E+00
0.00000E+00-8.62006E-07 0.00000E+00
0.00000E+00-4.31003E-07 0.00000E+00
0.00000E+00-4.31003E-07 0.00000E+00
0.00000E+00-4.31003E-07 0.00000E+00
0.00000E+00-4.31003E-07 0.00000E+00
0.00000E+00-3.22788E+00 0.00000E+000.00000E+00-4.11642E+00 0.00000E+00-3.44802E0.00000E+00-4.11642E+00 0.00000E+00
0.00000E+00-4.11642E+00 0.00000E+00
0.00000E+00 3.32079E+00 0.00000E+00
0.00000E+00-4.11643E+00 0.00000E+00 2.58602E0.00000E+00 3.32079E+00 0.00000E+00-
202
73 0.00000E+00-3.30458E+01 0.00000E+00-4.11642E+00 0.00000E+001.43345E+01
74 0.00000E+00-2.20563E+01 0.00000E+00-2.05821E+00 0.00000E+00
1.85722E+01
75 0.00000E+00-3.58328E+01 0.00000E+00 0.00000E+00 0.00000E+00-4.31003E07
76 0.00000E+00-3.93746E+01 0.00000E+00 0.00000E+000.00000E+00 8.62006E07
77 0.00000E+00-3.93746E+01 0.00000E+00 0.00000E+00 0.00000E+00-4.31003E07
78 0.00000E+00-1.96873E+01 0.00000E+00 0.00000E+000.00000E+00 2.15501E07
79 0.00000E+00-3.18476E+01 0.00000E+00 1.52515E+01 0.00000E+00
4.05118E+00
80 0.00000E+00-4.41127E+01 0.00000E+00-5.17204E-06 0.00000E+00
4.11643E+00
81 0.00000E+00-4.41127E+01 0.00000E+00 5.17204E-06 0.00000E+00
4.11643E+00
82 0.00000E+00-2.20564E+01 0.00000E+00-1.85723E+01 0.00000E+00
2.05821E+00
83 0.00000E+00-3.18476E+01 0.00000E+00 1.52515E+01 0.00000E+004.05118E+00
84 0.00000E+00-4.41127E+01 0.00000E+00-5.17204E-06 0.00000E+004.11643E+00
85 0.00000E+00-4.41127E+01 0.00000E+00 5.17204E-06 0.00000E+004.11643E+00
86 0.00000E+00-2.20564E+01 0.00000E+00-1.85723E+01 0.00000E+002.05821E+00
154 0.00000E+00-6.00000E+00-8.72625E-02-1.47474E-01 0.00000E+00
0.00000E+00
167 0.00000E+00-4.50000E+00 0.00000E+00 3.75008E-01 0.00000E+00
0.00000E+00
168 0.00000E+00-6.93375E+00 4.36313E-02 2.96818E-01 0.00000E+00
0.00000E+00
169 0.00000E+00-8.06625E+00 4.36313E-02-4.44291E-01 0.00000E+00
0.00000E+00
170 0.00000E+00-4.50000E+00 0.00000E+00-3.75008E-01 0.00000E+00
0.00000E+00
171 0.00000E+00-4.50000E+00 0.00000E+00 3.75008E-01 0.00000E+00
0.00000E+00
172 0.00000E+00-6.93375E+00 4.36313E-02 2.96818E-01 0.00000E+00
0.00000E+00
173 0.00000E+00-6.00000E+00-8.72625E-02-1.47474E-01 0.00000E+00
0.00000E+00
174 0.00000E+00-8.06625E+00 4.36313E-02-4.44291E-01 0.00000E+00
0.00000E+00
175 0.00000E+00-4.50000E+00 0.00000E+00-3.75008E-01 0.00000E+00
0.00000E+00
176 0.00000E+00-4.50000E+00 0.00000E+00 3.75008E-01 0.00000E+00
0.00000E+00
203
177 0.00000E+00-6.93375E+00 4.36291E-02 2.96833E-01 0.00000E+00
0.00000E+00
178 0.00000E+00-6.00000E+00-8.72602E-02-1.47474E-01 0.00000E+00
0.00000E+00
179 0.00000E+00-8.06625E+00 4.36313E-02-4.44291E-01 0.00000E+00
0.00000E+00
180 0.00000E+00-4.50000E+00 0.00000E+00-3.75008E-01 0.00000E+00
0.00000E+00
181 0.00000E+00-4.50000E+00 0.00000E+00 3.75008E-01 0.00000E+00
0.00000E+00
182 0.00000E+00-6.93375E+00 4.36291E-02 2.96833E-01 0.00000E+00
0.00000E+00
183 0.00000E+00-6.00000E+00-8.72602E-02-1.47474E-01 0.00000E+00
0.00000E+00
184 0.00000E+00-8.06625E+00 4.36313E-02-4.44291E-01 0.00000E+00
0.00000E+00
185 0.00000E+00-4.50000E+00 0.00000E+00-3.75008E-01 0.00000E+00
0.00000E+00
186 0.00000E+00-4.50000E+00 0.00000E+00 3.75008E-01 0.00000E+00
0.00000E+00
187 0.00000E+00-6.93375E+00 4.36291E-02 2.96833E-01 0.00000E+00
0.00000E+00
188 0.00000E+00-6.00000E+00-8.72602E-02-1.47474E-01 0.00000E+00
0.00000E+00
189 0.00000E+00-8.06625E+00 4.36313E-02-4.44291E-01 0.00000E+00
0.00000E+00
190 0.00000E+00-4.50000E+00 0.00000E+00-3.75008E-01 0.00000E+00
0.00000E+00
191 0.00000E+00-4.50000E+00 0.00000E+00 3.75008E-01 0.00000E+00
0.00000E+00
192 0.00000E+00-6.93375E+00 4.36291E-02 2.96833E-01 0.00000E+00
0.00000E+00
193 0.00000E+00-5.55203E+00 1.45462E-02-2.94948E-01 0.00000E+00
0.00000E+00
194 0.00000E+00-5.51423E+00-5.81750E-02 4.72886E-02 0.00000E+00
0.00000E+00
195 0.00000E+00-4.50000E+00 0.00000E+00-3.75008E-01 0.00000E+00
0.00000E+00
196 0.00000E+00-4.50000E+00 0.00000E+00 3.75008E-01 0.00000E+00
0.00000E+00
197 0.00000E+00-6.93375E+00 4.36291E-02 2.96833E-01 0.00000E+00
0.00000E+00
198 0.00000E+00-5.55203E+00 1.45462E-02-2.94948E-01 0.00000E+00
0.00000E+00
199 0.00000E+00-5.51423E+00-5.81750E-02 4.72886E-02 0.00000E+00
0.00000E+00
204
200 0.00000E+00-4.50000E+00 0.00000E+00-3.75008E-01 0.00000E+00
0.00000E+00
217 2.78452E-07-5.78039E+00 0.00000E+00 0.00000E+000.00000E+00 4.31003E07
222 2.78452E-07-5.78039E+00 0.00000E+00 0.00000E+000.00000E+00 4.31003E07
227 2.78452E-07-5.78039E+00 0.00000E+00 0.00000E+000.00000E+00 4.31003E07
232 2.78452E-07-5.78039E+00 0.00000E+00 0.00000E+000.00000E+00 4.31003E07
241 8.81761E-03-1.06098E+01 0.00000E+00 0.00000E+000.00000E+00 6.25191E01
242 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+000.00000E+00 3.75008E01
243-8.81782E-03-1.06098E+01 0.00000E+00 0.00000E+00 0.00000E+00-6.25194E01
244 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.75008E01
245 8.81761E-03-1.06098E+01 0.00000E+00 0.00000E+000.00000E+00 6.25191E01
246 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+000.00000E+00 3.75008E01
247-8.81782E-03-1.06098E+01 0.00000E+00 0.00000E+00 0.00000E+00-6.25194E01
248 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.75008E01
254 8.81761E-03-1.06098E+01 0.00000E+00 0.00000E+000.00000E+00 6.25191E01
255 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+000.00000E+00 3.75008E01
256-8.81782E-03-1.06098E+01 0.00000E+00 0.00000E+00 0.00000E+00-6.25194E01
257 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.75008E01
258 8.81761E-03-1.06098E+01 0.00000E+00 0.00000E+000.00000E+00 6.25191E01
259 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+000.00000E+00 3.75008E01
260-8.81782E-03-1.06098E+01 0.00000E+00 0.00000E+00 0.00000E+00-6.25194E01
261 0.00000E+00-4.50000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.75008E01
LOADTYPE LIVE REDUCIBLE TITLE LIVE LOAD
205
X = 0.422146113E+06
Y = 0.571743605E+01
Z = 0.146999998E+02
X = 0.175819990E+02
Y = 0.563505877E+01
Z = 0.649630610E+01
X = 0.173431803E+02
Y = 0.129120300E+06
Z = -0.154928821E+06
10349.89 MY= 0.00 MZ= -28014.74
-10349.89 MY= 0.00 MZ= 28014.74
MAXIMUMS AT NODE
X = 7.08049E+00 254
206
Y = -4.45075E+01 259
Z = 4.87512E+00 170
RX= 1.67125E-01 170
RY= 2.45413E-05 74
RZ= -2.43716E-01 255
JT EXT FX/
INT FX
EXT FY/
INT FY
EXT FZ/
INT FZ
EXT MX/
INT MX
EXT MY/
INT MY
EXT MZ/
INT MZ
SUPPORT=1
12 0.00 0.00 0.00 0.00 0.00 0.00
-1.34 -114.37 0.04 0.73 0.10 2.32 111111
13 0.00 0.00 0.00 0.00 0.00 0.00
-0.05 -162.42 -0.10 0.23 0.10 0.26 111111
14 0.00 0.00 0.00 0.00 0.00 0.00
-0.07 -157.74 -0.16 -0.12 0.10 0.29 111111
15 0.00 0.00 0.00 0.00 0.00 0.00
-0.16 -158.85 -0.21 -0.46 0.10 0.42 111111
16 0.00 0.00 0.00 0.00 0.00 0.00
-0.15 -164.47 -0.57 -1.32 0.10 0.41 111111
17 0.00 0.00 0.00 0.00 0.00 0.00
-0.15 -163.37 0.06 -0.54 0.10 0.41 111111
18 0.00 0.00 0.00 0.00 0.00 0.00
1.71 -83.32 0.04 -0.83 0.10 -2.56 111111
33 0.00 0.00 0.00 0.00 0.00 0.00
0.01 -164.21 0.11 -0.25 0.03 0.01 111111
34 0.00 0.00 0.00 0.00 0.00 0.00
0.03 -161.16 -0.41 -1.09 0.03 -0.11 111111
35 0.00 0.00 0.00 0.00 0.00 0.00
0.06 -171.03 -0.35 -1.00 0.03 -0.24 111111
36 0.00 0.00 0.00 0.00 0.00 0.00
0.10 -92.45 1.57 2.08 0.03 -0.38 111111
FOR LOADING 5
12 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
207
13 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
14 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
15 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
16 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
17 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
18 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
33 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
34 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
35 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
36 7.52372E-01 0.00000E+00 7.52372E-01 6.26995E-01 0.00000E+00-6.26995E-01
49 6.51159E-01 0.00000E+00 1.47991E-01 0.00000E+00 4.52852E-01 0.00000E+00
50 3.25580E-01 0.00000E+00 8.87945E-01 0.00000E+00-4.72584E-01 0.00000E+00
52 3.25580E-01 0.00000E+00 1.47991E+00 0.00000E+00 1.19379E-01
0.00000E+00
53 3.25580E-01 0.00000E+00 1.47991E+00 0.00000E+00 1.19379E-01
0.00000E+00
54 3.25580E-01 0.00000E+00 1.47991E+00 0.00000E+00 1.19379E-01
0.00000E+00
55 3.25580E-01 0.00000E+00 1.47991E+00 0.00000E+00 1.19379E-01
0.00000E+00
56 3.25580E-01 0.00000E+00 1.47991E+00 0.00000E+00 1.19380E-01
0.00000E+00
57 3.25580E-01 0.00000E+00 7.39954E-01 0.00000E+00 7.36007E-01 0.00000E+00
58 6.51159E-01 0.00000E+00 1.47991E-01 0.00000E+00-5.02182E-01 0.00000E+00
59 1.50914E+00 0.00000E+00 8.57980E-01-5.93159E-01 0.00000E+00 5.93159E-01
60 1.50914E+00 0.00000E+00 8.57980E-01-5.93159E-01 0.00000E+00 5.93159E-01
61 1.50914E+00 0.00000E+00 8.57980E-01-5.93159E-01 0.00000E+00 5.93159E-01
62 1.50914E+00 0.00000E+00 8.57980E-01-5.93159E-01 0.00000E+00 5.93159E-01
63 1.50914E+00 0.00000E+00 8.57980E-01-5.93159E-01 0.00000E+00 5.93159E-01
64 1.50914E+00 0.00000E+00 8.57980E-01-5.93159E-01 0.00000E+00 5.93159E-01
65 1.50914E+00 0.00000E+00 8.57980E-01-5.93159E-01 0.00000E+00 5.93159E-01
66 3.25580E-01 0.00000E+00 8.87945E-01 0.00000E+00-7.11342E-01 0.00000E+00
67 3.25580E-01 0.00000E+00 1.47991E+00 0.00000E+00-1.19379E-01
0.00000E+00
68 3.25580E-01 0.00000E+00 1.47991E+00 0.00000E+00-1.19379E-01
0.00000E+00
69 3.25580E-01 0.00000E+00 1.15433E+00 0.00000E+00 3.03875E-01
0.00000E+00
70 4.14374E-01 0.00000E+00 7.39954E-01 0.00000E+00 2.67370E-01 0.00000E+00
71 3.25580E-01 0.00000E+00 6.51160E-01 0.00000E+00-1.19379E-01 0.00000E+00
72 4.14374E-01 0.00000E+00 7.39954E-01 0.00000E+00 1.19379E-01 0.00000E+00
73 3.25580E-01 0.00000E+00 1.15433E+00 0.00000E+00-5.42633E-01
0.00000E+00
74 3.25580E-01 0.00000E+00 7.39954E-01 0.00000E+00 4.97249E-01 0.00000E+00
75 8.57980E-01 0.00000E+00 1.50914E+00-5.93159E-01 0.00000E+00 5.93159E-01
76 8.57980E-01 0.00000E+00 1.50914E+00-5.93159E-01 0.00000E+00 5.93159E-01
77 8.57980E-01 0.00000E+00 1.50914E+00-5.93159E-01 0.00000E+00 5.93159E-01
78 8.57980E-01 0.00000E+00 1.50914E+00-5.93159E-01 0.00000E+00 5.93159E-01
79 1.15433E+00 0.00000E+00 3.25580E-01 0.00000E+00 5.42633E-01
0.00000E+00
208
80 1.47991E+00 0.00000E+00 3.25580E-01 0.00000E+00 1.19379E-01
0.00000E+00
81 1.47991E+00 0.00000E+00 3.25580E-01 0.00000E+00 1.19380E-01
0.00000E+00
82 7.39954E-01 0.00000E+00 3.25580E-01 0.00000E+00-4.97249E-01 0.00000E+00
83 1.15433E+00 0.00000E+00 3.25580E-01 0.00000E+00 3.03874E-01
0.00000E+00
84 1.47991E+00 0.00000E+00 3.25580E-01 0.00000E+00-1.19380E-01
0.00000E+00
85 1.47991E+00 0.00000E+00 3.25580E-01 0.00000E+00-1.19379E-01
0.00000E+00
86 7.39954E-01 0.00000E+00 3.25580E-01 0.00000E+00-7.36008E-01 0.00000E+00
88 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E-02
91 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E-02
94 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E-02
97 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E-02
100 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E02
103 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E02
106 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E02
109 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E02
112 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E02
115 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E02
118 1.33476E-01 0.00000E+00 1.33476E-01-3.27741E-02 0.00000E+00 3.27741E02
154 1.14700E-01 5.52157E-10 6.10571E-02 5.02680E-04 3.21651E-09-4.97424E-03
167 3.40236E-02 0.00000E+00 0.00000E+000.00000E+00 5.67061E-03
0.00000E+00
168 7.78292E-02 1.84301E-06 1.68439E-02-1.39996E-03 3.06513E-03 3.63989E-03
169 7.78292E-02-1.84262E-06 1.68439E-02-1.39996E-03-3.06514E-03 3.63989E-03
170 3.40236E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.67060E-03
0.00000E+00
171 3.40236E-02 0.00000E+00 0.00000E+000.00000E+00 5.67061E-03
0.00000E+00
172 7.78292E-02 1.84301E-06 1.68439E-02-1.39996E-03 3.06513E-03 3.63989E-03
173 1.14700E-01 5.52157E-10 6.10571E-02 5.02680E-04 3.21651E-09-4.97424E-03
174 7.78292E-02-1.84262E-06 1.68439E-02-1.39996E-03-3.06514E-03 3.63989E-03
175 3.40236E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.67060E-03
0.00000E+00
176 3.40236E-02 0.00000E+00 0.00000E+000.00000E+00 5.67061E-03
0.00000E+00
177 7.78292E-02 1.84301E-06 1.68439E-02-1.39996E-03 3.06513E-03 3.63989E-03
209
178 1.14700E-01 5.52157E-10 6.10571E-02 5.02680E-04 3.21651E-09-4.97424E-03
179 7.78292E-02-1.84262E-06 1.68439E-02-1.39996E-03-3.06514E-03 3.63989E-03
180 3.40236E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.67060E-03
0.00000E+00
181 3.40236E-02 0.00000E+00 0.00000E+000.00000E+00 5.67061E-03
0.00000E+00
182 7.78292E-02 1.84301E-06 1.68439E-02-1.39996E-03 3.06513E-03 3.63989E-03
183 1.14700E-01 5.52157E-10 6.10571E-02 5.02680E-04 3.21651E-09-4.97424E-03
184 7.78292E-02-1.84262E-06 1.68439E-02-1.39996E-03-3.06514E-03 3.63989E-03
185 3.40236E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.67060E-03
0.00000E+00
186 3.40236E-02 0.00000E+00 0.00000E+000.00000E+00 5.67061E-03
0.00000E+00
187 7.78292E-02 1.84301E-06 1.68439E-02-1.39996E-03 3.06513E-03 3.63989E-03
188 1.14700E-01 5.52157E-10 6.10571E-02 5.02680E-04 3.21651E-09-4.97424E-03
189 7.78292E-02-1.84262E-06 1.68439E-02-1.39996E-03-3.06514E-03 3.63989E-03
190 3.40236E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.67060E-03
0.00000E+00
191 3.40236E-02 0.00000E+00 0.00000E+000.00000E+00 5.67061E-03
0.00000E+00
192 7.78292E-02 1.84301E-06 1.68439E-02-1.39996E-03 3.06513E-03 3.63989E-03
193 1.14700E-01 5.52157E-10 6.10571E-02 5.02680E-04 3.21651E-09-4.97424E-03
194 7.78292E-02-1.84262E-06 1.68439E-02-1.39996E-03-3.06514E-03 3.63989E-03
195 3.40236E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.67060E-03
0.00000E+00
196 3.40236E-02 0.00000E+00 0.00000E+000.00000E+00 5.67061E-03
0.00000E+00
197 7.78292E-02 1.84301E-06 1.68439E-02-1.39996E-03 3.06513E-03 3.63989E-03
198 1.14700E-01 5.52157E-10 6.10571E-02 5.02680E-04 3.21651E-09-4.97424E-03
199 7.78292E-02-1.84262E-06 1.68439E-02-1.39996E-03-3.06514E-03 3.63989E-03
200 3.40236E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.67060E-03
0.00000E+00
217 6.10576E-02-2.92970E-10 1.31013E-01 6.33384E-03 2.46075E-08-5.02680E-04
222 6.10576E-02-2.92970E-10 1.31013E-01 6.33384E-03 2.46075E-08-5.02680E-04
227 6.10576E-02-2.92970E-10 1.31013E-01 6.33384E-03 2.46075E-08-5.02680E-04
232 6.10576E-02-2.92970E-10 1.31013E-01 6.33384E-03 2.46075E-08-5.02680E-04
241 1.68436E-02-1.59079E-06 8.60257E-02-4.32095E-03 6.94655E-03 1.39996E-03
242 0.00000E+00 0.00000E+00 3.40237E-02 0.00000E+00 5.67062E-03
0.00000E+00
243 1.68436E-02 1.58988E-06 8.60257E-02-4.32095E-03-6.94659E-03 1.39996E-03
244 0.00000E+00 0.00000E+00 3.40236E-02 0.00000E+00-5.67060E-03
0.00000E+00
245 1.68436E-02-1.59079E-06 8.60257E-02-4.32095E-03 6.94655E-03 1.39996E-03
246 0.00000E+00 0.00000E+00 3.40237E-02 0.00000E+00 5.67062E-03
0.00000E+00
247 1.68436E-02 1.58988E-06 8.60257E-02-4.32095E-03-6.94659E-03 1.39996E-03
210
248 0.00000E+00 0.00000E+00 3.40236E-02 0.00000E+00-5.67060E-03
0.00000E+00
254 1.68436E-02-1.59079E-06 8.60257E-02-4.32095E-03 6.94655E-03 1.39996E-03
255 0.00000E+00 0.00000E+00 3.40237E-02 0.00000E+00 5.67062E-03
0.00000E+00
256 1.68436E-02 1.58988E-06 8.60257E-02-4.32095E-03-6.94659E-03 1.39996E-03
257 0.00000E+00 0.00000E+00 3.40236E-02 0.00000E+00-5.67060E-03
0.00000E+00
258 1.68436E-02-1.59079E-06 8.60257E-02-4.32095E-03 6.94655E-03 1.39996E-03
259 0.00000E+00 0.00000E+00 3.40237E-02 0.00000E+00 5.67062E-03
0.00000E+00
260 1.68436E-02 1.58988E-06 8.60257E-02-4.32095E-03-6.94659E-03 1.39996E-03
261 0.00000E+00 0.00000E+00 3.40236E-02 0.00000E+00-5.67060E-03
0.00000E+00
LOADTYPE WIND TITLE WIND LOAD TYPE 1
X = 0.176000559E+02
Y = 0.428357751E+01
Z = 0.707085604E+01
X = -0.105525004E+05
Y = 0.723482717E+01
Z = -0.176237965E+05
X = 0.173181080E+02
Y = 0.427652512E+01
Z = 0.600626670E+01
211
191.96 MY= -474.17 MZ= -183.69
-191.96 MY= 474.17 MZ= 183.69
MAXIMUMS AT NODE
X = 8.10241E-01 170
Y = -3.55091E-01 255
Z = 1.01734E+00 257
RX= 1.93855E-03 257
RY= 1.89869E-03 244
RZ= -1.69553E-03 170
JT EXT FX/
INT FX
EXT FY/
INT FY
EXT FZ/
INT FZ
EXT MX/
INT MX
EXT MY/
INT MY
EXT MZ/
INT MZ
212
SUPPORT=1
12 0.75 0.00 0.75 0.63 0.00 -0.63
2.90 1.77 3.49 15.08 0.33 -9.63 111111
13 0.75 0.00 0.75 0.63 0.00 -0.63
3.02 -0.72 3.16 13.72 0.33 -9.82 111111
14 0.75 0.00 0.75 0.63 0.00 -0.63
3.01 -0.26 3.28 13.09 0.33 -9.80 111111
15 0.75 0.00 0.75 0.63 0.00 -0.63
3.13 3.57 3.98 13.42 0.33 -9.99 111111
16 0.75 0.00 0.75 0.63 0.00 -0.63
2.93 4.53 3.97 12.59 0.32 -9.66 111111
17 0.75 0.00 0.75 0.63 0.00 -0.63
3.00 0.41 2.57 9.45 0.32 -9.78 111111
18 0.75 0.00 0.75 0.63 0.00 -0.63
2.92 -1.93 1.54 6.94 0.32 -9.65 111111
33 0.75 0.00 0.75 0.63 0.00 -0.63
4.15 -7.55 3.94 12.28 0.38 -12.64 111111
34 0.75 0.00 0.75 0.63 0.00 -0.63
3.17 1.55 3.58 11.69 0.38 -11.97 111111
35 0.75 0.00 0.75 0.63 0.00 -0.63
3.04 0.74 3.62 11.76 0.38 -12.69 111111
36 0.75 0.00 0.75 0.63 0.00 -0.63
3.33 -2.12 3.48 11.53 0.37 -14.12 111111
FOR LOADING 6
12-9.40872E-01 0.00000E+00 9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
13-9.40872E-01 0.00000E+00 9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
14-9.40872E-01 0.00000E+00 9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
5-9.40872E-01 0.00000E+00 9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
16-9.40872E-01 0.00000E+00 9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
17-9.40872E-01 0.00000E+00
18-9.40872E-01 0.00000E+00
33-9.40872E-01 0.00000E+00
34-9.40872E-01 0.00000E+00
35-9.40872E-01 0.00000E+00
36-9.40872E-01 0.00000E+00
49-7.76220E-01 0.00000E+00
50-3.88110E-01 0.00000E+00
0.00000E+00
52-3.88110E-01 0.00000E+00
0.00000E+00
9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
9.40872E-01 7.84060E-01 0.00000E+00 7.84060E-01
1.76414E-01 0.00000E+00-5.98630E-01 0.00000E+00
1.05848E+00 0.00000E+00-8.47961E-01
1.76414E+00 0.00000E+00-1.42307E-01
213
53-3.88110E-01 0.00000E+00 1.76414E+00 0.00000E+00-1.42307E-01
0.00000E+00
54-3.88110E-01 0.00000E+00 1.76414E+00 0.00000E+00-1.42307E-01
0.00000E+00
55-3.88110E-01 0.00000E+00 1.76414E+00 0.00000E+00-1.42307E-01
0.00000E+00
56-3.88110E-01 0.00000E+00 1.76414E+00 0.00000E+00-1.42307E-01
0.00000E+00
57-3.88110E-01 0.00000E+00 8.82068E-01 0.00000E+00 5.92749E-01 0.00000E+00
58-7.76220E-01 0.00000E+00 1.76414E-01 0.00000E+00 5.39825E-01 0.00000E+00
59-1.83658E+00 0.00000E+00 1.06036E+00-7.44230E-01 0.00000E+00-7.44230E01
60-1.83658E+00 0.00000E+00 1.06036E+00-7.44230E-01 0.00000E+00-7.44230E01
61-1.83658E+00 0.00000E+00 1.06036E+00-7.44230E-01 0.00000E+00-7.44230E01
62-1.83658E+00 0.00000E+00 1.06036E+00-7.44230E-01 0.00000E+00-7.44230E01
63-1.83658E+00 0.00000E+00 1.06036E+00-7.44230E-01 0.00000E+00-7.44230E01
64-1.83658E+00 0.00000E+00 1.06036E+00-7.44230E-01 0.00000E+00-7.44230E01
65-1.83658E+00 0.00000E+00 1.06036E+00-7.44230E-01 0.00000E+00-7.44230E01
66-3.88110E-01 0.00000E+00 1.05848E+00 0.00000E+00-5.63347E-01
0.00000E+00
67-3.88110E-01 0.00000E+00 1.76414E+00 0.00000E+00 1.42307E-01
0.00000E+00
68-3.88110E-01 0.00000E+00 1.76414E+00 0.00000E+00 1.42307E-01
0.00000E+00
69-3.88110E-01 0.00000E+00 1.37603E+00 0.00000E+00 6.46850E-01
0.00000E+00
70-4.93958E-01 0.00000E+00 8.82068E-01 0.00000E+00-1.42307E-01 0.00000E+00
71-3.88110E-01 0.00000E+00 7.76220E-01 0.00000E+00 1.42307E-01 0.00000E+00
72-4.93958E-01 0.00000E+00 8.82068E-01 0.00000E+00-3.18720E-01 0.00000E+00
73-3.88110E-01 0.00000E+00 1.37603E+00 0.00000E+00-3.62236E-01
0.00000E+00
74-3.88110E-01 0.00000E+00 8.82068E-01 0.00000E+00 8.77363E-01 0.00000E+00
75-1.06036E+00 0.00000E+00 1.83658E+00-7.44230E-01-1.34688E-08-7.44230E01
76-1.06036E+00 0.00000E+00 1.83658E+00-7.44230E-01-1.34688E-08-7.44230E01
77-1.06036E+00 0.00000E+00 1.83658E+00-7.44230E-01-1.34688E-08-7.44230E01
78-1.06036E+00 0.00000E+00 1.83658E+00-7.44230E-01-1.34688E-08-7.44230E01
79-1.37603E+00 0.00000E+00 3.88110E-01 0.00000E+00-3.62236E-01
0.00000E+00
80-1.76414E+00 0.00000E+00 3.88110E-01 0.00000E+00 1.42307E-01
0.00000E+00
214
81-1.76414E+00 0.00000E+00 3.88110E-01 0.00000E+00 1.42307E-01
0.00000E+00
82-8.82068E-01 0.00000E+00 3.88110E-01 0.00000E+00 8.77364E-01 0.00000E+00
83-1.37603E+00 0.00000E+00 3.88110E-01 0.00000E+00-6.46850E-01
0.00000E+00
84-1.76414E+00 0.00000E+00 3.88110E-01 0.00000E+00-1.42307E-01
0.00000E+00
85-1.76414E+00 0.00000E+00 3.88110E-01 0.00000E+00-1.42307E-01
0.00000E+00
86-8.82068E-01 0.00000E+00 3.88110E-01 0.00000E+00 5.92750E-01 0.00000E+00
88-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E-02
91-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E-02
94-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E-02
97-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E-02
100-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E02
103-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E02
106-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E02
109-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E02
112-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E02
115-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E02
118-1.49363E-01 0.00000E+00 1.49363E-01-3.73408E-02 0.00000E+00-3.73408E02
154-1.23076E-01-3.10608E-10 6.57199E-02 4.97870E-04-3.22397E-09 5.27750E-03
167-3.58472E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.97454E-03
0.00000E+00
168-8.24486E-02-5.22965E-10 1.79236E-02-1.49363E-03-3.34574E-03-3.88345E-03
169-8.24486E-02 5.30211E-11 1.79236E-02-1.49363E-03 3.34575E-03-3.88345E-03
170-3.58472E-02 0.00000E+00 0.00000E+000.00000E+00 5.97454E-03
0.00000E+00
171-3.58472E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.97454E-03
0.00000E+00
172-8.24486E-02-5.22965E-10 1.79236E-02-1.49363E-03-3.34574E-03-3.88345E-03
173-1.23076E-01-3.10608E-10 6.57199E-02 4.97870E-04-3.22397E-09 5.27750E-03
174-8.24486E-02 5.30211E-11 1.79236E-02-1.49363E-03 3.34575E-03-3.88345E-03
175-3.58472E-02 0.00000E+00 0.00000E+000.00000E+00 5.97454E-03
0.00000E+00
176-3.58472E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.97454E-03
0.00000E+00
177-8.24486E-02-5.22965E-10 1.79236E-02-1.49363E-03-3.34574E-03-3.88345E-03
178-1.23076E-01-3.10608E-10 6.57199E-02 4.97870E-04-3.22397E-09 5.27750E-03
179-8.24486E-02 5.30211E-11 1.79236E-02-1.49363E-03 3.34575E-03-3.88345E-03
215
180-3.58472E-02 0.00000E+00 0.00000E+000.00000E+00 5.97454E-03
0.00000E+00
181-3.58472E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.97454E-03
0.00000E+00
182-8.24486E-02-5.22965E-10 1.79236E-02-1.49363E-03-3.34574E-03-3.88345E-03
183-1.23076E-01-3.10608E-10 6.57199E-02 4.97870E-04-3.22397E-09 5.27750E-03
184-8.24486E-02 5.30211E-11 1.79236E-02-1.49363E-03 3.34575E-03-3.88345E-03
185-3.58472E-02 0.00000E+00 0.00000E+000.00000E+00 5.97454E-03
0.00000E+00
186-3.58472E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.97454E-03
0.00000E+00
187-8.24486E-02-5.22965E-10 1.79236E-02-1.49363E-03-3.34574E-03-3.88345E-03
188-1.23076E-01-3.10608E-10 6.57199E-02 4.97870E-04-3.22397E-09 5.27750E-03
189-8.24486E-02 5.30211E-11 1.79236E-02-1.49363E-03 3.34575E-03-3.88345E-03
190-3.58472E-02 0.00000E+00 0.00000E+000.00000E+00 5.97454E-03
0.00000E+00
191-3.58472E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.97454E-03
0.00000E+00
192-8.24486E-02-5.22965E-10 1.79236E-02-1.49363E-03-3.34574E-03-3.88345E-03
193-1.23076E-01-3.10608E-10 6.57199E-02 4.97870E-04-3.22397E-09 5.27750E-03
194-8.24486E-02 5.30211E-11 1.79236E-02-1.49363E-03 3.34575E-03-3.88345E-03
195-3.58472E-02 0.00000E+00 0.00000E+000.00000E+00 5.97454E-03
0.00000E+00
196-3.58472E-02 0.00000E+00 0.00000E+00 0.00000E+00-5.97454E-03
0.00000E+00
197-8.24486E-02-5.22965E-10 1.79236E-02-1.49363E-03-3.34574E-03-3.88345E-03
198-1.23076E-01-3.10608E-10 6.57199E-02 4.97870E-04-3.22397E-09 5.27750E-03
199-8.24486E-02 5.30211E-11 1.79236E-02-1.49363E-03 3.34575E-03-3.88345E-03
200-3.58472E-02 0.00000E+00 0.00000E+000.00000E+00 5.97454E-03
0.00000E+00
217-6.57199E-02 2.26455E-10 1.40515E-01 6.73077E-03 2.71009E-08 4.97870E-04
222-6.57199E-02 2.26455E-10 1.40515E-01 6.73077E-03 2.71009E-08 4.97870E-04
227-6.57199E-02 2.26455E-10 1.40515E-01 6.73077E-03 2.71009E-08 4.97870E-04
232-6.57199E-02 2.26455E-10 1.40515E-01 6.73077E-03 2.71009E-08 4.97870E-04
241-1.79236E-02-3.21088E-10 9.11683E-02-4.61008E-03 7.48688E-03-1.49363E-03
242 0.00000E+00 0.00000E+00 3.58473E-02 0.00000E+00 5.97455E-03
0.00000E+00
243-1.79236E-02 3.66344E-10 9.11682E-02-4.61008E-03-7.48693E-03-1.49363E-03
244 0.00000E+00 0.00000E+00 3.58472E-02 0.00000E+00-5.97453E-03
0.00000E+00
245-1.79236E-02-3.21088E-10 9.11683E-02-4.61008E-03 7.48688E-03-1.49363E-03
246 0.00000E+00 0.00000E+00 3.58473E-02 0.00000E+00 5.97455E-03
0.00000E+00
247-1.79236E-02 3.66344E-10 9.11682E-02-4.61008E-03-7.48693E-03-1.49363E-03
248 0.00000E+00 0.00000E+00 3.58472E-02 0.00000E+00-5.97453E-03
0.00000E+00
254-1.79236E-02-3.21088E-10 9.11683E-02-4.61008E-03 7.48688E-03-1.49363E-03
255 0.00000E+00 0.00000E+00 3.58473E-02 0.00000E+00 5.97455E-03
0.00000E+00
256-1.79236E-02 3.66344E-10 9.11682E-02-4.61008E-03-7.48693E-03-1.49363E-03
216
257 0.00000E+00 0.00000E+00 3.58472E-02 0.00000E+00-5.97453E-03
0.00000E+00
258-1.79236E-02-3.21088E-10 9.11683E-02-4.61008E-03 7.48688E-03-1.49363E-03
259 0.00000E+00 0.00000E+00 3.58473E-02 0.00000E+00 5.97455E-03
0.00000E+00
260-1.79236E-02 3.66344E-10 9.11682E-02-4.61008E-03-7.48693E-03-1.49363E-03
261 0.00000E+00 0.00000E+00 3.58472E-02 0.00000E+00-5.97453E-03
0.00000E+00
X = 0.176098994E+02
Y = 0.421932061E+01
Z = 0.708805475E+01
X = 0.156756700E+02
Y = 0.785510290E+01
Z = -0.200920794E+01
X = 0.173143256E+02
Y = 0.422071142E+01
Z = 0.599189812E+01
217
228.05 MY= -1300.97 MZ= 217.55
-228.05 MY= 1300.97 MZ= -217.55
MAXIMUMS AT NODE
X = -9.32948E-01 167
Y = -3.78021E-01 170
Z = 1.13314E+00 255
RX= 2.12886E-03 257
RY= -1.99373E-03 246
RZ= 1.89346E-03 167
JT EXT FX/
INT FX
EXT FY/
INT FY
EXT FZ/
INT FZ
EXT MX/
INT MX
EXT MY/
INT MY
EXT MZ/
INT MZ
SUPPORT=1
12 -0.94 0.00 0.94 0.78 0.00 0.78
-3.76 -2.21 3.72 16.42 0.30 12.39 111111
13 -0.94 0.00 0.94 0.78 0.00 0.78
-3.91 0.82 3.37 15.08 0.30 12.64 111111
14 -0.94 0.00 0.94 0.78 0.00 0.78
-3.90 -0.35 3.37 14.31 0.30 12.62 111111
15 -0.94 0.00 0.94 0.78 0.00 0.78
-3.85 0.21 3.86 14.37 0.29 12.54 111111
16 -0.94 0.00 0.94 0.78 0.00 0.78
-3.81 5.45 4.82 15.21 0.28 12.48 111111
218
17 -0.94 0.00 0.94 0.78 0.00 0.78
-4.04 3.08 4.18 13.42 0.28 12.85 111111
18 -0.94 0.00 0.94 0.78 0.00 0.78
-3.77 1.73 2.70 10.25 0.28 12.41 111111
33 -0.94 0.00 0.94 0.78 0.00 0.78
-4.33 -8.93 4.76 14.77 -0.35 13.54 111111
34 -0.94 0.00 0.94 0.78 0.00 0.78
-3.32 1.83 4.32 14.07 -0.35 12.70 111111
35 -0.94 0.00 0.94 0.78 0.00 0.78
-3.14 0.88 4.38 14.15 -0.35 13.23 111111
36 -0.94 0.00 0.94 0.78 0.00 0.78
-3.38 -2.52 4.21 13.89 -0.35 14.44 111111
FOR LOADING 7
12 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
13 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
14 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
15 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
16 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
17 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
18 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
33 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
34 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
35 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
36 1.38612E+00 0.00000E+00-1.38612E+00-1.15510E+00 0.00000E+001.15510E+00
49 1.14355E+00 0.00000E+00-2.59898E-01 0.00000E+00 8.81920E-01
0.00000E+00
50 5.71775E-01 0.00000E+00-1.55939E+00 0.00000E+00 1.24924E+00
0.00000E+00
52 5.71775E-01 0.00000E+00-2.59898E+00 0.00000E+00 2.09651E-01
0.00000E+00
53 5.71775E-01 0.00000E+00-2.59898E+00 0.00000E+00 2.09651E-01
0.00000E+00
219
54 5.71775E-01 0.00000E+00-2.59898E+00 0.00000E+00 2.09651E-01
0.00000E+00
55 5.71775E-01 0.00000E+00-2.59898E+00 0.00000E+00 2.09651E-01
0.00000E+00
56 5.71775E-01 0.00000E+00-2.59898E+00 0.00000E+00 2.09650E-01
0.00000E+00
57 5.71775E-01 0.00000E+00-1.29949E+00 0.00000E+00-8.73256E-01
0.00000E+00
58 1.14355E+00 0.00000E+00-2.59898E-01 0.00000E+00-7.95287E-01
0.00000E+00
59 2.70571E+00 0.00000E+00-1.56216E+00 1.09642E+00 1.34688E-08
1.09642E+00
60 2.70571E+00 0.00000E+00-1.56216E+00 1.09642E+00 1.34688E-08
1.09642E+00
61 2.70571E+00 0.00000E+00-1.56216E+00 1.09642E+00 1.34688E-08
1.09642E+00
62 2.70571E+00 0.00000E+00-1.56216E+00 1.09642E+00 1.34688E-08
1.09642E+00
63 2.70571E+00 0.00000E+00-1.56216E+00 1.09642E+00 1.34688E-08
1.09642E+00
64 2.70571E+00 0.00000E+00-1.56216E+00 1.09642E+00 1.34688E-08
1.09642E+00
65 2.70571E+00 0.00000E+00-1.56216E+00 1.09642E+00 1.34688E-08
1.09642E+00
66 5.71775E-01 0.00000E+00-1.55939E+00 0.00000E+00 8.29940E-01
0.00000E+00
67 5.71775E-01 0.00000E+00-2.59898E+00 0.00000E+00-2.09651E-01
0.00000E+00
68 5.71775E-01 0.00000E+00-2.59898E+00 0.00000E+00-2.09651E-01
0.00000E+00
69 5.71775E-01 0.00000E+00-2.02720E+00 0.00000E+00-9.52959E-01
0.00000E+00
70 7.27714E-01 0.00000E+00-1.29949E+00 0.00000E+00 2.09651E-01
0.00000E+00
71 5.71775E-01 0.00000E+00-1.14355E+00 0.00000E+00-2.09651E-01
0.00000E+00
72 7.27714E-01 0.00000E+00-1.29949E+00 0.00000E+00 4.69549E-01
0.00000E+00
73 5.71775E-01 0.00000E+00-2.02720E+00 0.00000E+00 5.33656E-01
0.00000E+00
74 5.71775E-01 0.00000E+00-1.29949E+00 0.00000E+00-1.29256E+00
0.00000E+00
75 1.56216E+00 0.00000E+00-2.70571E+00 1.09642E+00 0.00000E+00
1.09642E+00
76 1.56216E+00 0.00000E+00-2.70571E+00 1.09642E+00 0.00000E+00
1.09642E+00
77 1.56216E+00 0.00000E+00-2.70571E+00 1.09642E+00 0.00000E+00
1.09642E+00
78 1.56216E+00 0.00000E+00-2.70571E+00 1.09642E+00 0.00000E+00
1.09642E+00
220
79 2.02720E+00 0.00000E+00-5.71775E-01 0.00000E+00 5.33657E-01
0.00000E+00
80 2.59898E+00 0.00000E+00-5.71775E-01 0.00000E+00-2.09651E-01
0.00000E+00
81 2.59898E+00 0.00000E+00-5.71775E-01 0.00000E+00-2.09651E-01
0.00000E+00
82 1.29949E+00 0.00000E+00-5.71775E-01 0.00000E+00-1.29256E+00
0.00000E+00
83 2.02720E+00 0.00000E+00-5.71775E-01 0.00000E+00 9.52959E-01
0.00000E+00
84 2.59898E+00 0.00000E+00-5.71775E-01 0.00000E+00 2.09651E-01
0.00000E+00
85 2.59898E+00 0.00000E+00-5.71775E-01 0.00000E+00 2.09651E-01
0.00000E+00
86 1.29949E+00 0.00000E+00-5.71775E-01 0.00000E+00-8.73257E-01
0.00000E+00
88 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E-02
91 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E-02
94 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E-02
97 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E-02
100 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E02
103 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E02
106 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E02
109 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E02
112 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E02
115 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E02
118 2.20047E-01 0.00000E+00-2.20047E-01 5.50117E-02 0.00000E+00 5.50117E02
154 1.81319E-01 1.03591E-09-9.68206E-02-7.33477E-04 4.83286E-09-7.77498E-03
167 5.28112E-02 0.00000E+00 0.00000E+000.00000E+00 8.80187E-03
0.00000E+00
168 1.21466E-01 2.85970E-10-2.64056E-02 2.20047E-03 4.92905E-03 5.72121E-03
169 1.21466E-01 1.12600E-10-2.64056E-02 2.20047E-03-4.92906E-03 5.72122E-03
170 5.28112E-02 0.00000E+00 0.00000E+00 0.00000E+00-8.80187E-03
0.00000E+00
171 5.28112E-02 0.00000E+00 0.00000E+000.00000E+00 8.80187E-03
0.00000E+00
172 1.21466E-01 2.85970E-10-2.64056E-02 2.20047E-03 4.92905E-03 5.72121E-03
173 1.81319E-01 1.03591E-09-9.68206E-02-7.33477E-04 4.83286E-09-7.77498E-03
174 1.21466E-01 1.12600E-10-2.64056E-02 2.20047E-03-4.92906E-03 5.72122E-03
221
175 5.28112E-02 0.00000E+00 0.00000E+00 0.00000E+00-8.80187E-03
0.00000E+00
176 5.28112E-02 0.00000E+00 0.00000E+000.00000E+00 8.80187E-03
0.00000E+00
177 1.21466E-01 2.85970E-10-2.64056E-02 2.20047E-03 4.92905E-03 5.72121E-03
178 1.81319E-01 1.03591E-09-9.68206E-02-7.33477E-04 4.83286E-09-7.77498E-03
179 1.21466E-01 1.12600E-10-2.64056E-02 2.20047E-03-4.92906E-03 5.72122E-03
180 5.28112E-02 0.00000E+00 0.00000E+00 0.00000E+00-8.80187E-03
0.00000E+00
181 5.28112E-02 0.00000E+00 0.00000E+000.00000E+00 8.80187E-03
0.00000E+00
182 1.21466E-01 2.85970E-10-2.64056E-02 2.20047E-03 4.92905E-03 5.72121E-03
183 1.81319E-01 1.03591E-09-9.68206E-02-7.33477E-04 4.83286E-09-7.77498E-03
184 1.21466E-01 1.12600E-10-2.64056E-02 2.20047E-03-4.92906E-03 5.72122E-03
185 5.28112E-02 0.00000E+00 0.00000E+00 0.00000E+00-8.80187E-03
0.00000E+00
186 5.28112E-02 0.00000E+00 0.00000E+000.00000E+00 8.80187E-03
0.00000E+00
187 1.21466E-01 2.85970E-10-2.64056E-02 2.20047E-03 4.92905E-03 5.72121E-03
188 1.81319E-01 1.03591E-09-9.68206E-02-7.33477E-04 4.83286E-09-7.77498E-03
189 1.21466E-01 1.12600E-10-2.64056E-02 2.20047E-03-4.92906E-03 5.72122E-03
190 5.28112E-02 0.00000E+00 0.00000E+00 0.00000E+00-8.80187E-03
0.00000E+00
191 5.28112E-02 0.00000E+00 0.00000E+000.00000E+00 8.80187E-03
0.00000E+00
192 1.21466E-01 2.85970E-10-2.64056E-02 2.20047E-03 4.92905E-03 5.72121E-03
193 1.81319E-01 1.03591E-09-9.68206E-02-7.33477E-04 4.83286E-09-7.77498E-03
194 1.21466E-01 1.12600E-10-2.64056E-02 2.20047E-03-4.92906E-03 5.72122E-03
195 5.28112E-02 0.00000E+00 0.00000E+00 0.00000E+00-8.80187E-03
0.00000E+00
196 5.28112E-02 0.00000E+00 0.00000E+000.00000E+00 8.80187E-03
0.00000E+00
197 1.21466E-01 2.85970E-10-2.64056E-02 2.20047E-03 4.92905E-03 5.72121E-03
198 1.81319E-01 1.03591E-09-9.68206E-02-7.33477E-04 4.83286E-09-7.77498E-03
199 1.21466E-01 1.12600E-10-2.64056E-02 2.20047E-03-4.92906E-03 5.72122E-03
200 5.28112E-02 0.00000E+00 0.00000E+00 0.00000E+00-8.80187E-03
0.00000E+00
217 9.68206E-02-7.67643E-10-2.07011E-01-9.91597E-03-3.90152E-08-7.33477E-04
222 9.68206E-02-7.67643E-10-2.07011E-01-9.91597E-03-3.90152E-08-7.33477E-04
227 9.68206E-02-7.67643E-10-2.07011E-01-9.91597E-03-3.90152E-08-7.33477E-04
232 9.68206E-02-7.67643E-10-2.07011E-01-9.91597E-03-3.90152E-08-7.33477E-04
241 2.64056E-02 2.35981E-10-1.34312E-01 6.79171E-03-1.10299E-02 2.20047E-03
242 0.00000E+00 0.00000E+00-5.28113E-02 0.00000E+00-8.80189E-03
0.00000E+00
243 2.64056E-02-6.41226E-10-1.34312E-01 6.79172E-03 1.10300E-02 2.20047E-03
244 0.00000E+00 0.00000E+00-5.28112E-02 0.00000E+00 8.80186E-03
0.00000E+00
245 2.64056E-02 2.35981E-10-1.34312E-01 6.79171E-03-1.10299E-02 2.20047E-03
246 0.00000E+00 0.00000E+00-5.28113E-02 0.00000E+00-8.80189E-03
0.00000E+00
222
247 2.64056E-02-6.41226E-10-1.34312E-01 6.79172E-03 1.10300E-02 2.20047E-03
248 0.00000E+00 0.00000E+00-5.28112E-02 0.00000E+00 8.80186E-03
0.00000E+00
254 2.64056E-02 2.35981E-10-1.34312E-01 6.79171E-03-1.10299E-02 2.20047E-03
255 0.00000E+00 0.00000E+00-5.28113E-02 0.00000E+00-8.80189E-03
0.00000E+00
256 2.64056E-02-6.41226E-10-1.34312E-01 6.79172E-03 1.10300E-02 2.20047E-03
257 0.00000E+00 0.00000E+00-5.28112E-02 0.00000E+00 8.80186E-03
0.00000E+00
258 2.64056E-02 2.35981E-10-1.34312E-01 6.79171E-03-1.10299E-02 2.20047E-03
259 0.00000E+00 0.00000E+00-5.28113E-02 0.00000E+00-8.80189E-03
0.00000E+00
260 2.64056E-02-6.41226E-10-1.34312E-01 6.79172E-03 1.10300E-02 2.20047E-03
261 0.00000E+00 0.00000E+00-5.28112E-02 0.00000E+00 8.80186E-03
0.00000E+00
X = 0.176098994E+02
Y = 0.421932074E+01
Z = 0.708805477E+01
X = 0.125728063E+02
Y = 0.760925694E+01
Z = -0.903415780E+01
X = 0.173143255E+02
Y = 0.422071154E+01
Z = 0.599189799E+01
223
-335.97 MY= 1916.63 MZ= -320.50
335.97 MY= -1916.63 MZ= 320.50
MAXIMUMS AT NODE
X = 1.37445E+00 167
Y = 5.56912E-01 170
Z = -1.66938E+00 255
RX= -3.13630E-03 256
RY= 2.93722E-03 246
RZ= -2.78951E-03 169
JT
EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/
INT FX INT FY INT FZ INT MX INT MY INT MZ
SUPPORT=1
12 1.39 0.00 -1.39 -1.16 0.00 -1.16
5.54 3.25 -5.47 -24.20 -0.45 -18.26 111111
13 1.39 0.00 -1.39 -1.16 0.00 -1.16
5.77 -1.21 -4.96 -22.21 -0.45 -18.62 111111
14 1.39 0.00 -1.39 -1.16 0.00 -1.16
5.75 0.52 -4.96 -21.08 -0.44 -18.59 111111
15 1.39 0.00 -1.39 -1.16 0.00 -1.16
5.67 -0.31 -5.69 -21.16 -0.43 -18.47 111111
16 1.39 0.00 -1.39 -1.16 0.00 -1.16
5.62 -8.03 -7.10 -22.41 -0.42 -18.39 111111
17 1.39 0.00 -1.39 -1.16 0.00 -1.16
5.96 -4.54 -6.15 -19.77 -0.41 -18.93 111111
18 1.39 0.00 -1.39 -1.16 0.00 -1.16
5.55 -2.55 -3.97 -15.10 -0.41 -18.28 111111
33 1.39 0.00 -1.39 -1.16 0.00 -1.16
6.37 13.16 -7.01 -21.76 0.51 -19.95 111111
34 1.39 0.00 -1.39 -1.16 0.00 -1.16
4.89 -2.70 -6.37 -20.73 0.52 -18.70 111111
35 1.39 0.00 -1.39 -1.16 0.00 -1.16
224
4.63 -1.30 -6.45 -20.85 0.52 -19.49 111111
36 1.39 0.00 -1.39 -1.16 0.00 -1.16
4.97 3.71 -6.20 -20.46 0.51 -21.28 111111
LOAD COMBINATION NO. 8
DL + LL
LOADING3.
4.
FACTOR 1.20
1.60
DL + LL + EQX
LOADING1.
3. 4.
FACTOR 1.20
1.60 1.00
DL + LL + EQZ
LOADING2.
3. 4.
FACTOR 1.20
1.60 1.00
DL + LL + WL1
LOADING3.
4. 5.
FACTOR 1.20
1.60 1.00
DL + LL + WL2
LOADING3.
4. 6.
FACTOR 1.20
1.60 1.00
DL + LL + WL3
Page 82 of 85 G:\Thesis\Thesis Structural\Structural\footbridge.anl
LOADING-3. 4. 7.
FACTOR -1.20 1.60 1.00
************ END OF DATA FROM INTERNAL STORAGE ************
197. FINISH
END OF THE STAAD.Pro RUN ***********
225
Appendix B
Actual Survey Forms
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
Assessment Sheet by Panel
Members
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
English Editor Assessment
and Certificate
267
268
269
Consultation Table
270
271
Compilation of Assessment
Forms
272
273
274
275
276
277
Project Poster
278
Aquino, Jerome
Aquino, Renz
Gonzales, Vicente
Proposed Elevated Link Up from SM Manila,
Manila City Hall to LRT Central Station
Transportation is one of the most important
systems for the development and growth of the
economy of a country.
The standards for the design of this project
proposal offer a sustainable, convenient and
functional structure that will benefit a lot of
pedestrians along this area. This project intends to
develop a transportation facility that would
contribute to a convenient and efficient travel.
Due to our climate changes, the increase of
flood in our environment affects the living and
business of one another specially students. This
project will accord data and anticipate to the link up
reviews to visualize the existing link up as well as
the future scenario and problems that will occurred.
Monthly Average Precipitation for Manila City
This proposed elevated link up will be located in
Antonio Villegas Rd. In addition, this link up will
connect Manila City Hall and SM Manila to LRT
Central Station.
279
Receipts
280
281
Significant Photos
282
283
Other Forms
284
285
286
Student Reflection
287
288
289
290
Member’s Resume
291
Jerome A. Aquino
60 Manga St. Elmar's Village
Cupang Antipolo City
+639351683512 (Mobile)
Email: [email protected]
Objective
To be able to attain the proper training for me to become fully prepared in the future.
To be able to acquire knowledge and experience on the field of Civil Engineering.
To be able to enhance my capabilities in the workplace.
Education
2004 – 2008
College of San Benildo Rizal of Antipolo City
2008 – 2013
Muralla St. Intramuros Manila
Bachelor of Science in Civil Engineering
Skills
Knowledgeable in using Civil Engineering Softwares such as Autocad,
STAAD, ETABS
Efficiency in Microsoft Office applications such as Word, Excel, and
Powerpoint
Good Communication and Writing Skills
Working Experience
Mega Wide (On-the job trainee I)
MEC(On-the job trainee II for Vertical project)
Department of Public Works and Highways (On-the job trainee II for
Horizontal project)
Affiliation
292
2011 – Present
Philippine Institute of Civil Engineers
Member
June 2011
Water Supply and Sewerage System Plant Visit Organizer
2011 - 2012
TREASURER – CE-ENSE THINKERS Organization
Personal Details
Passport
 Driving License
 Health
Professional
Excellent
References are available upon request
Engr. Bong Santos, CEGE Professor & Academic A dviser
293
RENZ EMMANUEL G. AQUINO
12-C A. Lake St. BrySalapan
San Juan City
+639155673299 (Mobile)
Objective
Education
2004 – 2008
Aquinas School
San Juan City
2008 – 2013
Skills
STAAD, ETABS
Powerpoint
Working Experience
Mega Wide (On-the job trainee I)
MEC(On-the job trainee II for Vertical project)
Horizontal project)
294
Certificate
July 2011
Education for Sustainable Development (Seminar)
June 2012
La Mesa Treatment Plant 2 (Plant Visit)
Congressional Sewage Treatment Plant (Plant Visit)
Professional Technical Writing (Seminar)
Affiliation
2011 – Present
Member
June 2013
Personal Details
Passport
 Driving License
 Health
Non-Professional
Excellent
References are available upon request
Engr. Cervantes, CEGE Professor & Academic Adviser
295
Vicente T. Gonzales Jr.
Lot 2 Block 15 MT. View Village Mt. Clemens St
STA. Elena Marikina City
+639054681972 (Mobile)
Objective
Education
2004 – 2008
Our Lady of Perpectual Succor College
Marikina City
2008 – Present
Skills
STAAD, ETABS
Powerpoint
Working Experience
EEI Corporation (On-the job trainee I)
DM Consunji Inc.(On-the job trainee II for Vertical project)
Horizontal project)
296
Certificate
July 2011
Education for Sustainable Development (Seminar)
June 2012
La Mesa Treatment Plant 2 (Plant Visit)
Congressional Sewage Treatment Plant (Plant Visit)
Professional Technical Writing (Seminar)
Affiliation
2011 – Present
Member
June 2012
Personal Details
Passport
Driving License
 Health
Excellent
297

1 Proposed elevated link up from Bonifacio Shrine, SM Manila

Transcription

Similar documents