O-Calc® Pro Capacity Summary Report

Transcription

O-Calc® Pro Capacity Summary Report
Pole Group: Rocheport Interconnect
Report Created: 7/15/2013
Pole:1539-1309-NT
Moment
Groundline
15,698 ft-lb
Maximum
13,991 ft-lb
Percent
at Height
Wind Angle
Load Angle
Max
82.4
29.0 ft
267.2°
267.3°
GL
30.3
0.0 ft
25.6°
24.5°
Buckling
51.1
25.6 ft
67.8°
Guys are adequate
O-Calc® Pro Capacity Summary Info
Pole Identification: NT
Report Created: 7/15/2013
File: 1539-1309-NT.pplx
BOONE ELECTRIC COOP Pole Analysis Report for Charter Communications
File Name:
Pole Num:
1539-1309NT.pplx
NT
Pole Length / Class:
Pole Species:
40 / 4
PONDEROSA PINE
NESC
NESC Rule:
N38°58.322'
Setting Depth (ft):
Longitude:
W92°25.567'
G/L Circumference (in):
36.50
Loading District:
Elevation:
616'
G/L Fiber Stress (psi):
6,600
Ice Thickness (in):
0.50
Unset
Allowable Stress (psi):
5,610
Wind Speed (mph):
39.53
Fiber Stress Ht. Reduction:
No
Structure Type:
Rule 250B
Latitude:
Project:
6.00
Code:
Construction Grade:
Wind Pressure
(psf):
Guyed
Tangent
N/A
Status:
C
Pole Strength Factor:
0.85
Heavy
Transverse Wind LF:
1.75
Wire Tension LF:
1.30
Vertical LF:
1.90
4.00
Pole Midspans
North
South
East
West
25'8"
21'7"
22'0"
24'9"
Pole Capacity Utilization
* includes Load Factor(s)
Page 1 of 7
Wind Angle
Maximum:
82.4%
29.0 ft
267.2°
Groundline:
30.3%
0.0 ft
25.6°
Vertical:
51.1%
25.6 ft
67.8°
Load Angle
Wind Angle
Max Capac. Util: 13,991 ft-lb
267.3°
267.2°
Groundline: 15,698 ft-lb
24.5°
25.6°
Pole Moments
Version: 4 / 4.08
Height
² Worst Wind per Guy Wire
³ Wind at 25.6°
Guy Summary
Guy Tensions
Attach % Allowable
Height (ft)
Tension
Maximum Guy Tensions
Wind Angle
% Allowable
Tension
Wind Angle
Anchor Summary
Lead Length Max. % Allow.
(ft)
Capacity
Guy 1
31.8
40.9%
25.6°
42.7%
70.0°
Anchor 1
21.0
14.8%
Guy 2
31.3
23.6%
25.6°
23.9%
10.0°
Anchor 2
20.0
8.3%
Guy 3
31.3
0.0%
25.6°
0.0%
0.0°
Anchor 3
21.0
0.0%
Guy 4
30.5
46.6%
25.6°
47.7%
50.0°
Anchor 4
18.0
16.5%
Guy 5
28.4
52.9%
25.6°
53.8%
50.0°
Anchor 5
16.0
38.9%
Guy 6
26.4
57.8%
25.6°
58.7%
70.0°
Anchor 6
14.0
18.8%
Guy 7
20.1
54.2%
25.6°
54.2%
25.6°
Anchor 7
11.0
24.7%
Guy 8
19.4
52.5%
25.6°
53.7%
36.9°
Anchor 8
16.0
3.1%
Guy 9
19.1
8.5%
25.6°
8.8%
10.0°
Anchor 9
9.0
2.2%
Guy 10
18.2
6.0%
25.6°
6.4%
10.0°
Anchor 10
8.0
33.5%
Guy 11
17.6
72.7%
25.6°
72.8%
22.8°
Anchor 11
8.0
20.6%
Guy 12
17.0
44.2%
25.6°
44.7%
36.9°
GROUNDLINE LOAD SUMMARY:*Wind at 25.6°, Applied Moment 15,698 ft-lb at 24.5°, Allowable Moment 71,980 ft-lb
Shear
Load
(lbs)*
Percent
Applied
Load
Powers:
6,112
693.3
Comms:
3,524
399.7
-9,031
-1024.3
18
2.1
181
20.6
Crossarms:
61
7.0
Insulators:
15
1.8
Pole Load:
882
100.0
Guys/Braces:
Power Equipment:
Pole:
Pole Reserve Capacity:
Version: 4 / 4.08
Bending
Moment
(ft-lb)
172,179
64,436
-227,332
1,077
2,808
2,027
502
15,698
56,282
Percent of
Applied
Moment**
Percent of
Pole
Capacity
-343.8
91.6
-328.2
10.2
26.7
15.1
0.4
149.4
Page 2 of 7
-50.2
13.4
-47.9
1.5
3.9
2.2
0.1
21.8
78.2
Bending
Stress
(+/-psi)
13,419
5,022
-17,718
84
219
158
39
1,223
4,387
Vertical
Load
(lbs)
Vertical
Stress
(psi)
2,897
27
1,544
15
43,636
412
475
4
1,511
14
403
4
148
1
50,614
477
Total
Stress
(psi)
Percent of
Pole
Capacity
13,447
5,037
-17,306
88
233
162
41
1,701
3,909
³ Wind at 25.6°
239.7
89.8
-308.5
1.6
4.2
2.9
0.7
30.3
69.7
LOAD SUMMARY BY OWNER
BEC:
-256
-318
1,926
3,097
-816
-2,665
39,824
376
1,079
10
522
5
2,766
26
-1,865
-4,078
24,711
39,737
-10,476
-34,196
6,423
882
15,698
1,223
50,614
<Undefined>:
1,251
CHARTER COMM:
2,273
MEDIA COMM:
CHARTER COMM
PROPOSED:
-522
Totals
61
58
1,936
3,102
-790
-2,605
1.0
34.5
55.3
-14.1
-46.4
477
1,701
30.3
Detailed Load Components
Owner
Power:
Height
(ft)
Horiz.
Offset
(in)
Cable Dia.
(in)
Rotate
Angle
(deg)
Cable Lead/Sp Span
Weight
an
Angle
(lbs/ft) Length
(deg)
(ft)
Wire
Length
(ft)
Tension Tension
(lbs)
Moment
(ft-lb)*
Offset
Moment
(ft-lb)*
Wind
Moment
(ft-lb)*
Moment
at GL
(ft-lb)*
Primary
ACSR 1 AWG 6/1 ROBIN
BEC
34.62
2.00
0.3550
-
0.115
400.0
182.0
400.0
888
-36,929
-35
839
-36,125
Primary
BEC
34.62
2.00
0.3550
-
0.115
310.0
352.0
310.0
888
33,715
27
1,262
35,004
Primary
BEC
33.15
40.34
0.3550
-
0.115
400.0
182.0
400.0
888
-35,352
-519
803
-35,067
Primary
BEC
33.15
40.34
0.3550
-
0.115
400.0
182.0
400.0
888
-35,352
337
803
-34,212
Primary
BEC
33.15
40.34
0.3550
-
0.115
310.0
352.0
310.0
888
32,275
-261
1,208
33,222
Primary
BEC
33.15
40.34
0.3550
-
0.115
310.0
352.0
310.0
888
32,275
402
1,208
33,885
Primary
ACSR 266.8 KCM 26/7
PARTRIDGE
BEC
29.74
16.40
0.6420
-
0.367
253.0
92.0
253.0
2,825
41,752
30
3,050
44,832
Primary
ACSR 266.8 KCM 26/7
PARTRIDGE
BEC
28.99
43.95
0.6420
-
0.367
253.0
92.0
253.0
2,825
40,705
-55
2,974
43,624
Primary
ACSR 266.8 KCM 26/7
PARTRIDGE
BEC
28.99
43.95
0.6420
-
0.367
253.0
92.0
253.0
2,825
40,705
80
2,974
43,758
Neutral
BEC
26.98
6.10
0.3550
-
0.115
400.0
182.0
400.0
888
-28,766
-65
654
-28,178
Neutral
BEC
26.98
6.10
0.3550
-
0.115
310.0
352.0
310.0
888
26,262
-51
983
27,195
Primary
ACSR 266.8 KCM 26/7
PARTRIDGE
BEC
25.95
6.18
0.6420
-
0.367
253.0
92.0
253.0
2,825
36,438
51
2,662
39,151
Secondary
TRIPLEX 4 AWG
BEC
23.65
6.34
0.6800
-
0.164
137.0
313.0
137.1
372
3,634
20
1,437
5,090
Totals: 151,361
-39
Version: 4 / 4.08
Page 3 of 7
20,856 172,179
³ Wind at 25.6°
Owner
Comm:
Height
(ft)
Horiz.
Offset
(in)
Cable Dia.
(in)
Rotate
Angle
(deg)
Cable Lead/Sp Span
Weight
an
Angle
(lbs/ft) Length
(deg)
(ft)
Wire
Length
(ft)
Overlashed
Span Bundle
20.11
6.85
0.2500
-
0.121
253.0
92.0
253.0
CATV
BELOPTIX DT096 - 72 FIBERS DIELECTRIC (0.516)
20.11
6.85
0.5160
-
0.097
253.0
92.0
253.0
Overlashed
Span Bundle
19.40
6.90
0.2500
-
0.121
253.0
92.0
253.0
CATV
BELOPTIX 2-60 CT FIBER ARMORED
19.37
6.90
0.5300
-
0.120
253.0
92.0
253.0
Overlashed
Span Bundle
19.05
6.93
0.2500
-
0.121
400.0
182.0
400.1
CATV
19.05
6.93
0.5160
-
0.097
400.0
182.0
400.1
Overlashed
Span Bundle
19.05
6.93
0.2500
-
0.121
310.0
352.0
310.0
CATV
19.05
6.93
0.5160
-
0.097
310.0
352.0
310.0
Overlashed
Span Bundle
CHARTER
COMM
17.60
7.03
0.2500
-
0.121
310.0
352.0
310.0
CATV
BELOPTIX 2-60 CT FIBER (NEW
ATTACHMENT)
CHARTER
COMM
17.57
7.03
0.4600
-
0.063
310.0
352.0
310.0
Overlashed
Span Bundle
CHARTER
COMM
17.00
7.08
0.2500
-
0.121
253.0
92.0
253.0
CATV
BELOPTIX 2-60 CT FIBER (NEW
ATTACHMENT)
CHARTER
COMM
16.97
7.08
0.4600
-
0.063
253.0
92.0
253.0
Tension Tension
(lbs)
Moment
(ft-lb)*
800
1,330
800
800
1,330
1,330
Totals:
Owner
PowerEquipment:
Transformer
1PH-15KVA
BEC
Owner
Crossarm:
Height
(ft)
24.90
Height
(ft)
Horiz.
Offset
(in)
18.50
Horiz.
Offset
(in)
Offset
Angle
(deg)
353.0
Offset
Angle
(deg)
Rotate
Angle
(deg)
353.0
Rotate
Angle
(deg)
Unit
Weight
(lbs)
250.00
Unit
Weight
(lbs)
Unit
Height
(in)
22.00
Unit
Height
(in)
Unit
Depth
(in)
-
Unit
Depth
(in)
Unit
Diameter
(in)
17.00
Unit
Diameter
(in)
Offset
Moment
(ft-lb)*
Wind
Moment
(ft-lb)*
Moment
at GL
(ft-lb)*
7,996
32
1,598
9,626
0
30
342
372
12,824
27
1,678
14,529
0
27
465
493
-18,308
-83
433
-17,958
0
-79
93
14
16,713
65
652
17,430
0
61
139
201
25,671
73
643
26,387
0
65
169
234
11,238
26
1,443
12,706
0
23
380
403
56,134
267
8,035
64,436
Unit
Length
(in)
Tension
Moment
(ft-lb)*
Offset
Moment
(ft-lb)*
Wind
Moment
(ft-lb)*
Moment
at GL
(ft-lb)*
-
-
625
453
1,077
Totals:
0
625
453
1,077
Unit
Length
(in)
Tension
Moment
(ft-lb)*
Offset
Moment
(ft-lb)*
Wind
Moment
(ft-lb)*
Moment
at GL
(ft-lb)*
Normal
CROSSARM 3-1/2 X 4-1/2 X 8
BEC
32.33
5.21
173.0
173.0
53.00
4.50
3.50
-
96.00
-
9
1,583
1,592
Normal
CROSSARM 3-1/2 X 4-1/2 X 8
BEC
29.08
5.45
92.0
92.0
53.00
4.50
3.50
-
96.00
-
76
360
435
Totals:
0
85
1,943
2,027
Version: 4 / 4.08
Page 4 of 7
³ Wind at 25.6°
Owner
Insulator:
Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit
Depth
(in)
Unit
Diameter
(in)
Unit
Length
(in)
Tension
Moment
(ft-lb)*
Offset
Moment
(ft-lb)*
Wind
Moment
(ft-lb)*
Moment
at GL
(ft-lb)*
Pin
Pin Insulator - 5 kV
BEC
34.00
2.00
173.0
0.0
6.00
7.50
-
3.50
-
-
-2
44
42
Pin
BEC
34.00
2.00
353.0
180.0
6.00
7.50
-
3.50
-
-
2
44
45
Pin
BEC
32.52
40.00
255.6
0.0
6.00
7.50
-
3.50
-
-
-24
42
18
Pin
BEC
32.52
-40.00
90.4
0.0
6.00
7.50
-
3.50
-
-
16
42
57
Pin
BEC
32.52
40.00
270.4
180.0
6.00
7.50
-
3.50
-
-
-16
42
26
Pin
BEC
32.52
-40.00
75.6
180.0
6.00
7.50
-
3.50
-
-
24
42
66
Deadend
Deadend Insulator - 15 kV
BEC
29.74
3.65
92.0
279.0
3.00
12.75
-
3.80
-
-
3
70
73
Deadend
BEC
29.08
40.00
174.2
0.0
3.00
12.75
-
3.80
-
-
-14
68
54
Deadend
BEC
29.08
-40.00
9.8
0.0
3.00
12.75
-
3.80
-
-
21
68
89
Spool
Spool Insulator - 20 kV
BEC
26.98
3.85
263.0
0.0
1.00
2.12
-
2.50
-
-
-1
7
6
Spool
BEC
25.95
3.93
92.0
279.0
1.00
2.12
-
2.50
-
-
0
7
7
Spool
BEC
23.65
4.09
313.0
140.0
1.00
2.12
-
2.50
-
-
0
6
6
Bolt
Three Bolt
20.11
4.35
83.0
270.0
5.00
0.00
-
3.00
-
-
3
0
3
Bolt
Three Bolt
19.40
4.40
92.0
279.0
5.00
0.00
-
3.00
-
-
2
0
2
Bolt
Three Bolt
19.05
4.43
173.0
0.0
5.00
0.00
-
3.00
-
-
-5
0
-5
Bolt
Three Bolt
19.05
4.43
353.0
180.0
5.00
0.00
-
3.00
-
-
5
0
5
Bolt
Charter Three Bolt
CHARTER
COMM
17.60
4.53
353.0
180.0
5.00
0.00
-
3.00
-
-
5
0
5
Bolt
Charter Three Bolt
CHARTER
COMM
17.00
4.58
93.0
280.0
5.00
0.00
-
3.00
-
-
2
0
2
Totals:
0
21
481
502
Owner
Guy Wire and Brace:
Attach
Height (ft)
End Height
(ft)
Lead/Span
Length (ft)
Wire Dia.
(in)
Percent Solid Lead Angle
Incline
(%)
(deg)
Angle (deg)
Wire
Weight
(lbs/ft)
Rest Length Stretch
(ft)
Length (in)
Guy 1: EHS 3/8
Down
BEC
31.84
0.00
21.00
0.375
75.0
274.0
56.6
0.273
38.14
1.36
Guy 2: EHS 3/8
Down
BEC
31.33
0.00
20.00
0.375
75.0
122.0
57.5
0.273
37.17
0.77
Guy 3: EHS 3/8
Down
BEC
31.33
0.00
21.00
0.375
75.0
16.0
56.2
0.273
37.72
0.00
Guy 4: EHS 3/8
Down
BEC
30.50
0.00
18.00
0.375
75.0
274.0
59.5
0.273
35.42
1.44
Guy 5: EHS 3/8
Down
BEC
28.43
0.00
16.00
0.375
75.0
274.0
60.6
0.273
32.62
1.51
Guy 6: EHS 3/8
Down
BEC
26.37
0.00
16.00
0.375
75.0
274.0
58.7
0.273
30.84
1.55
Guy 7: EHS 3/8
Down
BEC
20.11
0.00
14.00
0.375
75.0
274.0
55.2
0.273
24.50
1.16
Guy 8: EHS 1/4
Down
MEDIA COMM
19.39
0.00
11.00
0.250
75.0
274.0
60.4
0.121
22.29
0.99
Guy 9: EHS 3/8
Down
BEC
19.06
0.00
16.00
0.375
75.0
122.0
50.0
0.273
24.88
0.19
Guy 10: EHS 3/8
Down
BEC
18.22
0.00
9.00
0.375
75.0
122.0
63.7
0.273
20.32
0.11
Guy 11: EHS 1/4
Down
CHARTER COMM
PROPOSED
17.60
0.00
8.00
0.250
75.0
172.0
65.6
0.121
19.33
1.19
Guy 12: EHS 1/4
Down
CHARTER COMM
PROPOSED
17.00
0.00
8.00
0.250
75.0
272.0
64.8
0.121
18.79
0.70
Version: 4 / 4.08
Page 5 of 7
³ Wind at 25.6°
Elastic Modulus (psi)
Guy Wire and Brace
(Loads and Reactions)
Rated
Guy
Allowable
Initial
Tensile
Strength Tension Tension
Strength (lbs) Factor
(lbs)
(lbs)
Required
Tension²
(lbs)
Required
Tension³
(lbs)
Applied
Tension³
(lbs)
Vertical
Shear Load
Load³ (lbs) in Guy Dir³
(lbs)
Shear Load Moment
at Report
at GL³ (ftAngle³ (lbs)
lb)*
Guy 1: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
5,923
5,669
5,669
4,733
3,121
-1,092
-34,494
Guy 2: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
3,310
3,271
3,271
2,757
1,760
-230
-6,792
Guy 3: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
0
0
0
0
0
12
Guy 4: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
6,605
6,452
6,452
5,557
3,279
-1,147
-34,766
Guy 5: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
7,450
7,333
7,333
6,390
3,596
-1,258
-35,614
Guy 6: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
8,130
8,005
8,005
6,843
4,153
-1,453
-38,231
Guy 7: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
7,517
7,517
7,517
6,169
4,295
-1,502
-30,300
Guy 8: EHS 1/4
Down
23,000,000
6,650
0.90
5,985
700
3,216
3,145
3,145
2,735
1,552
-543
-10,476
Guy 9: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
1,225
1,183
1,183
906
760
-100
-1,730
Guy 10: EHS 3/8
Down
23,000,000
15,400
0.90
13,860
700
880
836
836
750
370
-48
-745
Guy 11: EHS 1/4
Down
23,000,000
6,650
0.90
5,985
700
4,359
4,350
4,350
3,960
1,800
-1,519
-26,904
Guy 12: EHS 1/4
Down
23,000,000
6,650
0.90
5,985
700
2,673
2,648
2,648
2,396
1,127
-431
-7,292
43,196
25,814
-9,323
227,332
Totals:
Anchor/Rod Load Summary:
Owner
Rod Length
AGL (in)
Lead Length
(ft)
Lead Angle
(deg)
Strength of
Assembly (lbs)
Anchor/Rod
Strength
Factor
Allowable
Load (lbs)
Max Load²
(lbs)
Load at Pole
MCU³ (lbs)
Max Required
Capacity² (%)
Expanding - 12" - Soil Class 3
BEC
0.00
21.00
101.0
40,000
1.00
40,000
5,923
5,669
14.8
BEC
0.00
20.00
309.0
40,000
1.00
40,000
3,310
3,271
8.3
BEC
0.00
21.00
203.0
40,000
1.00
40,000
0
0.0
BEC
0.00
18.00
101.0
40,000
1.00
40,000
6,605
6,452
16.5
BEC
0.00
16.00
101.0
40,000
1.00
40,000
15,578
15,335
38.9
BEC
0.00
14.00
101.0
40,000
1.00
40,000
7,517
7,517
18.8
SCR - 6" - Soil Class 3
MEDIA
COMM
0.00
11.00
101.0
13,000
1.00
13,000
3,216
3,145
24.7
BEC
0.00
16.00
309.0
40,000
1.00
40,000
1,225
1,183
3.1
BEC
0.00
9.00
309.0
40,000
1.00
40,000
880
836
2.2
CHARTER
COMM
PROPOSED
0.00
8.00
359.0
13,000
1.00
13,000
4,359
4,350
33.5
CHARTER
COMM
PROPOSED
0.00
8.00
99.0
13,000
1.00
13,000
2,673
2,648
20.6
Version: 4 / 4.08
Page 6 of 7
³ Wind at 25.6°
Pole Buckling
Buckling
Constant
0.71
Buckling
Column Hgt
Buckling Section
Height
Buckling
Section Diam.
(ft)
(% Buckling Col. Hgt.)
(in)
25.62
Version: 4 / 4.08
34.80
Min.
Diameter Diameter Modulus of
Buckling
at Tip
at GL
Elasticity
Diam. at GL
(in)
(in)
(in)
(psi)
10.32
37.84
6.69
11.62
1,000,000
Page 7 of 7
Pole
Density
Ice
Density
Pole Tip
Height
Buckling Load
Capacity at Hgt.
Buckling Load
Applied at Hgt.
(pcf)
(pcf)
(ft)
(lbs)
(lbs)
57.00
34.00
50.00
98,983
Buckling Load
Factor of Safety
50,614
³ Wind at 25.6°
1.96

O-Calc® Pro Capacity Summary Report

Transcription

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