FRP Grating Catalog

Transcription

FRP Grating Catalog

GRATING PRODUCTS
PROGrid® and PROGrate®
1
PROGrid® and PROGrate® Grating Products
CONTENTS
GRATING PRODUCTS
4PROGrid® Molded Grating
10PROGrid® High Load Capacity
Molded Grating
12PROGrate® Pultruded Grating
23PROGrate® Heavy Duty
Pultruded Grating
30 VGBA & Food Grade Products
31PROGrid® Molded & PROGrate®
Pultruded Phenolic Grating
ACCESSORIES
33PROGrid® Molded & PROGrate®
Pultruded Stair Treads/Stair
Tread Covers
34PROForms® Composite
Embedment Angle
35Fasteners
36 Grating Pedestals
REFERENCE
37 Product Availability
39 Chemical Resistance Guide
2
APPLICATIONS
Floor systems
Walkways
Work platforms
Stairs
Ramps
Trench covers
Catwalks
FEATURES
Corrosion resistant
Slip-resistant gritted top
surface
Strong yet lightweight
Low coefficient of expansion
and contraction
BENEFITS
Reduced maintenance and
replacement costs
Enhanced workplace safety
Reduced installation costs
Dimensionally stable in
many environments
Strong, Lightweight
and Corrosion-Resistant
Want the strength of steel without the weight? Our fiberglass-reinforced polymer (FRP) grating products
have the advantage. Our grating is corrosion-resistant, it’s fire-retardant, and it has low conductivity. It’s
available with anti-slip coating for worker safety. And it’s easy to install with standard tools.
Whether you need simple grating panels or a complete FRP system with handrails, stairs and platforms,
we have the solution to match. In addition to our products, we offer design, engineering and fabrication
capabilities to meet your project needs.
F i b e r g l a s s - r e i n f o r c e d P OL Y M ER
3
PROGrid® Molded Grating
Proven corrosion resistance is just one of the
benefits of our PROGrid® molded grating. It’s
strong, lightweight and performs reliably for
years, even in extreme conditions. Top surface
options also provide excellent slip resistance
for worker safety.
4
Long Service Life
The high resin-to-glass ratio (approximately 65% resin
to 35% glass by weight) provides excellent service life,
even in the most demanding applications.
Less Waste
Interwoven square mesh construction provides
bi-directional strength, so you can cut grating to fit
and make the most efficient use of each panel.
Standard Resin Systems
PROGrid® molded grating is available in three standard resin
systems, each providing different levels of corrosion protection.
All three resin systems meet Class 1 Flame Spread Rating per
ASTM E-84 test standards.
UV Inhibitor
Fire Retardant
Polyester or Vinyl
Ester Resin
GP: A general-purpose orthophthalic polyester resin system
that offers good corrosion resistance at an economical price.
Standard colors: Green, Yellow, Dark Gray and Light Gray
IFR: A premium-grade isophthalic polyester resin system that
provides excellent corrosion protection. Standard colors: Green,
Yellow, Dark Gray and Light Gray
VFR: A vinyl ester resin system that provides the highest level of
corrosion protection. Standard colors: Orange and Dark Gray
Available Top Surfaces
Uniform Glass
Strands Bonded
With Resin
PROGrid® grating is available in square or rectangular mesh
patterns with either Meniscus or Grit-Top slip-resistant top
surfaces.
Grit-Top: quartz grit anti-slip surface
Meniscus: concave, half-moon cross section with no grit
Standard Grid Dimensions
2"
1.5"
6"
1.5"
2"
1.5"
1"
1.5"
2"
1.5"
1.5"
1"
1" thick, 1.5" x 1.5"
Square Grid
1.5" thick, 1.5" x 1.5"
Square Grid
2" thick, 2" x 2"
Square Grid
1.5" thick, 1" x 6"
Rectangular Grid
Bearing bars 0.25" thick
Open area of 69%
Open area of 69%
Open area of 71%
Open area of 38%
4"
Standard Panel Sizes
1"
1"
1" thick, 1" x 4"
Rectangular Grid
Open area of 68%
1" x 1" x 4"
12' wide x 4' long
1.5" x 1.5" x 1.5"
1.5" x 1" x 6"
4' wide x 12' long
4' wide x 8' long
1" x 1.5" x 1.5"
3' wide x 10' long
4' wide x 12' long
4' wide x 12' long
5' wide x 10' long
2" x 2" x 2"
3' wide x 10' long
4' wide x 12" long
P R O G r i d ® M o l d e d G r a t i n g P ro d u c t s
5
PROGrid® Molded Grating Load and Deflection Data
Concentrated Load
Uniform Load
SPAN
Equal
SPAN (in.)
Equal
1. The following tables were developed in accordance with the test method developed by the Fiberglass Grating
Manufacturers Council (FGMC) of the American Composites Manufacturers Association (ACMA) for the Fiberglass
Grating Standard.
2. The designer should not exceed MAXIMUM RECOMMENDED load at any time. MAXIMUM LOAD represents a 4:1
factor of safety on ULTIMATE CAPACITY. ULTIMATE CAPACITY represents MAX LOAD observed at initial fracture.
3. Walking loads for maintenance traffic are typically a live load of 50 PSF. Deflections for worker comfort are
typically limited to 0.375" (3/8") or SPAN divided by 120 under full live load. For a firmer feel under full live load
or a line load 250 lbs/ft of width, limit deflections to 0.25" (1/4") or SPAN divided by 200.
4. The loads represented are for STATIC LOAD CONDITIONS at ambient temperature. Deflections for impact loads or
dynamic loads will MULTIPLY the deflections shown by 2. Long term loads will result in added deflection due to
creep in the material and will require higher factors of safety to ensure acceptable performance.
5. Deflections are limited to 0.5" (1/2") as recommended by the Fiberglass Grating Manufacturers Council of the
American Composites Manufacturers Association.1” x 1” x 4” Rectangular Mesh
Full Size: 4’ x 12’
Approx. Weight: 2.61 lbs/sf
1” x 1” x 4” Rectangular Mesh
TOP VIEW
SIDE VIEW
1" x 1" x 4"
Rectangular Grid
1" Thick
68% Open
Engineering Properties per Foot of Width
A=2.69 in
Apparent
Max EI
Span
x 10^6
(inches)
500
1000 2000 Load (lb-in2)
#
of
Bars
Properties per Foot of Width
0.040 0.079 0.159 1834
0.45
12
3
12 18
0.122I=0.22
0.243in4 0.486 S=0.45
1419 in0.50
0.278 0.555
961
0.52
24
0.533
769
0.53
30
641
0.54
36
549
0.56
42
501
0.57
46
I=0.22 in
4
S=0.45 in
CONCENTRATED LOAD in lbs/ft of width
Span
(inches)
50
100
150
12
18
24
30
36
42
46
0.004
0.012
0.028
0.053
0.090
0.138
0.178
0.008
0.024
0.056
0.107
0.181
0.276
0.355
0.012
0.036
0.083
0.160
0.271
0.413
200
250
Engineering
0.016 0.020
A=2.69 0.061
in 2
0.049
0.111 0.139
0.213 0.266
0.362 0.452
0.551 0.689
Properties Per Foot of Width
A = 2.69 in2
6
2
I = 0.22 in4
S = 0.45 in3
3
# of Bars
Load Bar Width Bar Centers Opening
Bearing bars are on 1'' centers running in the
4'
direction.
Panel size is 12' wide x 4'
1”long.
68%
12
1/4”
UNIFORM LOAD in lbs/ft2
50
100
150
200
250
500
0.002 0.005 0.007 0.010 0.012 0.025
1”
68%
0.0111/4”
0.023 0.034 0.046
0.057 0.114
0.035 0.069 0.104 0.139 0.174 0.347
0.083 0.167 0.250 0.333 0.416
0.170 0.339 0.509 0.679
0.301 0.603
0.430
1000
2000
0.050
0.228
0.694
0.099
0.456
Max Apparent
x 10^6
Load EI(lb-in
2
)
3668
0.45
1892
0.50
961
0.52
615
0.53
427
0.54
314
0.56
287
0.57
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
12
0.25"
1"
2.61
SIDE VIEW
0.5" x 1.5" x 1.5"
Square Grid
0.5" Thick
72% Open
Span
(inches)
50
100
150
200
250
500
12
18
24
0.041
0.128
0.286
0.083
0.256
0.572
0.124
0.384
0.166
0.512
0.207
0.640
0.415
1000
2000
A = 0.84 in2
I = 0.02 in4
S = 0.07 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
282
0.043
188
0.047
141
0.05
Span
(inches)
50
100
150
200
250
500
1000
12
18
24
0.026
0.120
0.357
0.052
0.240
0.078
0.360
0.104
0.480
0.130
0.259
0.518
2000
Max Apparent
x 10^6
Load EI(lb-in
2
)
361
0.043
160
0.047
90
0.05
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
8
.22" (7/32")
1.5"
1.33
TOP VIEW
TOP VIEW
SIDE VIEW
0.5" x 2" x 2" Square Grid
0.5" Thick
78% Open
Span
(inches)
50
100
150
200
250
500
12
18
24
0.050
0.151
0.329
0.101
0.302
0.658
0.151
0.453
0.202
0.604
0.252
0.505
1000
2000
Max Apparent
x 10^6
Load EI(lb-in
2
)
236
0.036
158
0.04
118
0.044
Span
(inches)
50
100
150
200
250
500
1000
12
18
24
0.032
0.142
0.41
0.063
0.283
0.095
0.425
0.126
0.566
0.158
0.315
0.631
2000
Max Apparent
x 10^6
Load EI(lb-in
2
)
302
0.036
134
0.04
75
0.044
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
I = 0.014 in4
6
0.25"
2"
1.01
A = 0.66 in2
S = 0.054 in3
TOP VIEW
SIDE VIEW
1" x 1.5" x 1.5" Square Grid
1" Thick
69% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
0.006
0.018
0.040
0.076
0.128
0.011
0.035
0.080
0.152
0.256
0.017
0.053
0.120
0.228
0.384
0.023
0.071
0.160
0.304
0.512
0.029
0.089
0.199
0.380
0.640
0.057
0.177
0.399
0.114
0.355
0.229
A = 1.79 in2
I = 0.15 in4
S = 0.30 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
1189
0.31
934
0.34
668
0.36
534
0.37
360
0.38
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
0.004
0.017
0.050
0.119
0.240
0.431
0.007
0.033
0.100
0.237
0.480
0.011
0.050
0.150
0.356
0.014
0.066
0.199
0.475
0.018
0.083
0.249
0.593
0.036
0.166
0.498
0.071
0.332
0.143
0.665
Max Apparent
x 10^6
Load EI(lb-in
2
)
2378
0.31
1245
0.34
668
0.36
427
0.37
240
0.38
205
0.39
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
8
0.25"
1.5"
2.5
7
TOP VIEW
SIDE VIEW
1.5" x 1.5" x 1.5"
Square Grid
1.5" Thick
68% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
0.002
0.005
0.012
0.021
0.036
0.056
0.084
0.119
0.005
0.011
0.023
0.043
0.072
0.113
0.167
0.238
0.007
0.016
0.035
0.064
0.108
0.169
0.251
0.357
0.009
0.022
0.046
0.086
0.144
0.225
0.334
0.476
0.011
0.027
0.058
0.107
0.180
0.282
0.418
0.594
0.023
0.055
0.115
0.214
0.360
0.563
0.045
0.109
0.230
0.428
0.090
0.219
0.461
A = 2.73 in2
I = 0.49 in4
S = 0.65 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
2041
0.80
1360
1.11
1021
1.25
816
1.31
680
1.35
583
1.37
510
1.38
453
1.38
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
0.001
0.005
0.014
0.033
0.067
0.123
0.209
0.334
0.003
0.010
0.029
0.067
0.135
0.246
0.417
0.669
0.004
0.015
0.043
0.100
0.202
0.370
0.626
0.006
0.021
0.058
0.134
0.270
0.493
0.007
0.026
0.072
0.167
0.337
0.616
0.014
0.051
0.144
0.334
0.674
0.028
0.103
0.288
0.668
0.057
0.205
0.576
Max Apparent
x 10^6
Load EI(lb-in
2
)
4082
0.80
1813
1.11
1021
1.25
653
1.31
453
1.35
333
1.37
255
1.38
201
1.38
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
8
0.25"
1.5"
3.94
TOP VIEW
2" x 2" x 2"
Square Grid
2" Thick
71% Open
SIDE VIEW
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
0.001
0.003
0.006
0.011
0.019
0.030
0.043
0.061
0.083
0.002
0.006
0.012
0.023
0.038
0.059
0.087
0.122
0.166
0.003
0.009
0.018
0.034
0.057
0.089
0.130
0.183
0.249
0.004
0.011
0.024
0.045
0.076
0.118
0.174
0.244
0.332
0.005
0.014
0.030
0.056
0.095
0.148
0.217
0.305
0.415
0.010
0.029
0.060
0.113
0.191
0.296
0.435
0.610
0.020
0.057
0.120
0.225
0.381
0.591
0.040
0.114
0.240
0.450
A = 3.12 in2
I = 1.03 in4
Max Apparent
x 10^6
Load EI(lb-in
2
)
4632
1.80
3088
2.13
2316
2.40
1853
2.50
1544
2.55
1323
2.61
1158
2.65
1029
2.69
926 1 1/2”
2.71 x
Span
(inches)
12
18
24
30
36
42
48
54
60
3/4”
50
100
﹤0.001 0.001
0.003 0.005
0.008 0.015
0.018 0.035
0.036 0.071
0.065 0.129
0.109 0.217
0.171 0.343
0.259 Mesh
0.519
Mini
# of Bars
Load
Approx.
Weight: 4.75 lbs/sf
S = 1.03 in3
6
150
200
250
500
1000
0.002
0.008
0.023
0.053
0.107
0.194
0.326
0.514
0.003
0.011
0.030
0.070
0.143
0.259
0.435
0.686
0.003
0.013
0.038
0.088
0.179
0.323
0.543
0.006
0.027
0.075
0.176
0.357
0.647
0.013
0.053
0.150
0.352
Bar Width
SIDE VIEW
50
100
0.002
0.004
0.009
0.016
0.027
0.041
0.060
0.085
0.116
0.003
0.009
0.018
0.032
0.053
0.083
0.121
0.170
0.232
2
4
# of Bars
Load Bar Width
Bar Centers Opening
3
A=3.29
in
I=0.74 in
S=0.90
in
3/4”
44%
8 in lbs/ft2
Apparent
Apparent
1/4”
UNIFORM
LOAD
Max EI
Max EI
Span
x 10^6
x 10^6
(inches)
Load
Load
2
2
150
200
250
500
1000 2000
50
100
150
200
250
500
1000 2000
(lb-in )
(lb-in )
0.005 0.006 0.008 0.016 0.032 0.063 3090
1.14
12 ﹤0.001 0.002 0.003 0.004 0.005 0.010 0.020 0.039 6180
1.14
of Bars 18
Load0.004
Bar Width
Bar Centers
Opening
Properties
per Foot
of Width
0.013Engineering
0.017 0.021
0.043 0.085
0.170
2060 #1.43
0.008 0.012
0.016 0.020
0.040 0.080 0.159 2747
1.43
0.026 0.035 2 0.044 0.088 0.176
0.352 1545 3 1.64
24
0.011 0.022 0.033 0.044 0.055 0.110 0.220 0.440 1545
1.64
A=3.29 in
I=0.74 in 4
S=0.90 in
44%
8
1/4”
Mini 0.050
Mesh0.075 3/4”
Size: 1007mm
x 3007mm
0.048 0.064 0.080 0.160 0.321 0.642 1236 30mm
1.75 x 20mm
30 0.025
0.100 0.125 0.251Full
0.502
989
1.75
0.080 0.106 0.133 0.266 0.532
1030 Approx.
1.83 Weight:36
0.050 0.100 0.149 0.199 0.249 0.498
687
1.83
1000mm
x 3000mm
18 kg/sm
0.124 0.165 0.207 0.413
883
1.87
42 0.090 0.181 0.271 0.362 0.452
505
1.87
0.181 0.242 0.302 0.605
773
1.90
48 0.151 0.302 0.454 0.605
386
1.90
0.255 0.339 0.424
687
1.93
54 0.239 0.477
305
1.93
x 20mm Mini Mesh 618 1.94
0.347 30mm
0.463 0.579
60 Full
0.362Size: 1007mm x 3007mm
247
1.94
12
18
24
30
36
42
48
54
60
4.51
TOP VIEW
1.5" x 0.75" x 0.75" Square Grid
1.5" Thick
44% Open
Span
Weight/sq ft
2"
x 12’
(inches)
Bar Centers
0.31" (5/16")
1 1/2” x 3/4” Mini Mesh
Max Apparent
x 10^6
Load EI(lb-in
2
)
0.025 9264
1.80
0.107 4117
2.13
0.300 2316
2.40
1482
2.50
1029
2.55
756
2.61
579
2.65
457
2.69
371 Size:
2.71 4’
Full
2000
Approx. Weight: 18 kg/sm
A = 3.29 in
2
I = 0.74 in
4
S = 0.90 in
3
1000mm x 3000mm
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
8
0.25"
0.75"
4.75
8
# of Bars
Load Bar Width
Bar Centers Opening
Full Size: 4’ x 12’-0 1/2”
1 1/2” x 1” x 6” SuperSpan ADA
Full Size: 4’ x 12’-0 1/2”
TOP VIEW
1.5" x 1" x 6" Rectangular Grid
1.5" Thick
38% Open
Bar Centers
Opening
Engineering
per Foot of Width
1 1/2” x Properties
1” x 6” SuperSpan
ADA# of Bars Load Bar Width
Full Size:
4’ x 12’-0
1/2”
Bearing bars are on 1'' centers running in the 12' direction.
3
A=5.76
in 2 Weight:
I=1.14 4.71
in 4 S
Approx.
lbs/sf
T =1.94 in
Span
(inches)
50
12
18
24
30
36
42
48
54
60
0.001
0.003
0.006
0.012
0.020
0.030
0.045
0.063
0.085
100
SIDE VIEW
150
200
250
500
Max
1000
Apparent
EI x 10^6
SB=1.24 in3
12
1”
0.6”
Span
(inches)
Loadx 1(lb-in
2
1 1/2”
1/2”
2000
50
100
) x 6” SuperSpan
150
200
38%
Apparent
EI x 10^6
Max
Load (lb-in
2
Full 1000
Size: 2000
4’ x 12’-0
1/2”
500
)
250
0.003 0.004 0.005 0.006 0.013 0.025 0.050
4209
1.43
0.002
0.002 0.003
0.004 0.008 0.016 0.031 6623
1.43
Approx.
Weight:
4.42 lbs/sf
# of Bars
Load12Bar﹤0.001
Width
Bar Centers
Opening
Engineering
per Foot of Width
1 1/2”
xProperties
1”
x 6”0.033
SuperSpan
Full 0.006
Size:
4’ x 12’-0
1/2” 0.031 0.062 0.124 3747 1.83
0.007 0.010
0.013
0.017
0.066 0.133ADA
2810
1.83
18 0.003
0.009
0.012 0.016
2
4
3
in 0.026
I=1.14
in
SB=1.24
1”
0.013 A=5.76
0.019
0.032
0.130
24
0.032 38%
0.041 0.081 0.162 0.325 2105
0.260in3 2105 122.22
2.22
0.6” 0.008 0.016 0.024
T =1.94 in
Approx.
Weight:
4.71 S0.065
lbs/sf
0.023 0.035 0.047 0.058 0.116 0.233 0.466 1684
30 0.018 0.036 0.055 0.073 0.091 0.182 0.364
1347
2.42
2.42
36 0.037 0.073 0.110 0.147 0.183 0.367
935
2.48
0.039 0.059 0.078 0.098 0.196 0.391
1403
2.48
42 0.066 0.132 0.199 0.265 0.331 0.662
687
2.55
0.061 0.091 0.121 0.151 0.303 0.605
1203
2.55
1 1/2” x 1 1/2” x 6” SuperSpan1052 2.58
Full Size: 4’ x 12’-0 1/2”
48
0.111 0.223 0.334 0.446 0.557
526
2.58
0.089 0.134 0.178 0.223 0.446
# of Bars
Load Bar Width Bar Centers
Engineering
per
of Width
Weight:0.313
4.42 lbs/sf
54 Foot
0.176
0.353 0.529
416 Opening
2.62
0.125 Approx.
0.188 0.251
0.627
935 Properties
2.62
60 30.267 0.5343
337
2.63
0.171 0.256 0.342 0.427
842
2.63 4
2
A=5.76 in
I=1.14 in
I = 1.14 in4 ST = 1.94 in3 SB = 1.24 in3
A = 5.76 in2
ST =1.94 in
SB=1.24 in
12
# of Bars
Load Bar Width
12
0.6"
1 1/2” x per
6” Foot
SuperSpan
Engineering
of Width # of Bars
3
A=4.39
in 2 Weight:
I=0.88 4.42
in 4 S
Approx.
lbs/sf
T =1.30 in
# of Bars
A=5.76 in
2
I=1.14 in
4
3
3
ST =1.94 in
SB=1.24 in
Weight/sq ft
1"
4.71
Load Bar Width
Bar Centers
Opening
Full Size:
4’ x 12’-0
1/2”
1”
4
3
A=4.39
in 2 Weight:
I=0.88 in
T =1.30 in
Approx.
4.42 Slbs/sf
SB=1.06 in3
TOP VIEW
8
Full Size: 4’ x 12’-0 1/2”
Bar Centers
Opening
Size:
4’ x 12’-0
1/2”
1 1/2”
0.6”
55%
38%
1 1/2” x 1 1/2” x 6” WF SuperSpan
Approx. Weight:
4.65 lbs/sf
# of Bars
Load Bar Width
Engineering
of Width
1 1/2” xProperties
1 1/2” xper
6” Foot
SuperSpan
Full
1 1/2”
8
0.6”
Bar Centers
Opening
0.6”
38%
Bar Centers
S =1.06 in3
B
Load Bar Width
12
1”
0.6”
1 1/2” x 1” x 6” SuperSpan ADA
55%
SIDE VIEW
1.5" x 1.5" x 6" Full Size: 4’ x 12’-0 1/2”
Rectangular Grid1 1/2” x 1 1/2” x 6” WF SuperSpan
1.5" Thick
Engineering Properties per Foot of Width # of Bars
Bearing bars are on 1.5'' centers running in the 12' direction.
55% Open
A=4.39 in 2 I=0.88 in 4 S =1.30 in3 S =1.06 in3
1 1/2”
55%
8
0.6”
T
-
Span
(inches)
50
100
12
18
24
30
36
42
48
54
60
0.001
0.003
0.007
0.013
0.021
0.032
0.048
0.067
0.091
0.003
0.007
0.014
0.025
0.042
0.065
0.095
0.134
0.183
150
200
250
500
1000
Apparent
Apparent
Max EI
Max EI
Span
x 10^6
x 10^6
#
of
Bars
(inches)Foot
Load
Bar
Width
Bar
Centers
Opening
Engineering
Properties
per
of
Width
Load
Load
1
1/2”
x
1
1/2”
x
6”
WF
SuperSpan
Full
Size:
4’
x
12’-0
1/2”
2
2
2000
50
100
150
200
250
500
1000 2000
(lb-in )
(lb-in
)
2
in
I=0.96
in 4 S
SB=1.12
in3 0.0028 0.003 0.0043/4”0.008
0.004 0.005 0.006 0.013 0.026 A=4.62
0.051
3601
1.404.65
12 in3﹤0.001
0.002
Approx.
Weight:
lbs/sf
T =1.49
Load Bar Width Bar Centers
Opening
0.010 0.014 0.017 0.035 0.069 0.139 2401
1.75
18 0.003 0.007 0.010 0.013 0.016 0.033
2
3
A=4.39
I=0.88
in 4 0.072
ST =1.300.144
in3Suzhou
SB0.288
=1.06Grating
in1800
0.022 in
0.029
0.036
2.00
24
0.009
0.018
0.027
0.036
0.045 0.090
1
1/2”
55%
8
0.6”
Co., Ltd.
www.szgrating.com
0.038 0.050 0.063 0.126 0.251 0.502 1440
30 0.020 0.039 0.059 0.078 0.098 0.196
2.24
36 0.039 0.078 0.117 0.156 0.195 0.389
0.062 0.083 0.104 0.208 0.415
1200
2.34
42
0.071
0.142
0.213
0.284
0.355
0.097
0.130
0.162
0.324
0.649
1029
2.38
Load Bar Width
Bar Centers
Opening
Engineering
Width # of Bars
1 1/2” x per
6” Foot
WF of
SuperSpan
Full Size:
4’ x 12’-0
1/2”
48 0.119 0.238 0.357 0.476 0.595
0.143 0.190 0.238 0.476
900
2.42
2
4
3
3
A=4.62
in
I=0.96
in
S
=1.49
in
S
=1.12
in
T
B
1/2”
50%
3/4” 0.189 0.378 1 0.567
54
0.202
0.269
0.336
800 8 2.44
Approx.
Weight:
4.65 0.672
lbs/sf
60 0.286 0.572
0.274 0.366 0.457
720
2.46
Suzhou Grating Co., Ltd.
www.szgrating.com
A = 4.39 in2
B
I = 0.88 in4
ST = 1.30 in3
0086-512-8885-8888
# of Bars
Load Bar Width
Bar Centers
8
0.6"
1.5"
SB = 1.06 in3
A=4.62 in
2
I=0.96 in
4
0.016 10.032
1.40
1/2” 7202 50%
0.065 0.130 3201
1.75
0.180 0.360
1800
2.00
0086-512-8885-8888
0.392
1152
2.24
800
2.34
588
2.38
450
2.42
356
2.44
288
2.46
3
ST =1.49 in
3
SB=1.12 in
# of Bars
Load Bar Width
8
3/4”
6
Weight/sq ft
4.42
-
Bar Centers Opening
1 1/2”
www.szgrating.com
50%
0086-512-8885-8888
-
A=4.62 in 2
I=0.96 in 4 ST =1.49 in3
SB=1.12 in3
# of Bars
Load Bar Width
8
www.szgrating.com
3/4”
Bar Centers Opening
1 1/2”
50%
0086-512-8885-8888
6
9
PROGrid® High Load Capacity Molded Grating (HLC)
PROGrid® High Load Capacity (HLC) molded grating is high-strength,
corrosion-resistant and low-maintenance — just like our PROGrid® molded
grating products. Plus, it’s engineered to carry higher loads than traditional
grating. Our molded HLC grating is available in 4' x 6' panels with 1.5"
and 2" thicknesses and comes in GPFR, IFR and VFR resin systems in
standard gray.
PROGrid® HLC molded grating is available in three
standard resin systems, each providing different levels
of corrosion protection. All three resin systems meet
Class 1 Flame Spread Rating per ASTM E-84 test
standards.
GPFR: A general-purpose orthophthalic polyester resin
system that offers good corrosion resistance at an
economical price.
IFR: A premium-grade isophthalic polyester resin
system that provides excellent corrosion protection.
VFR: A vinyl ester resin system that provides the
highest level of corrosion protection.
APPLICATIONS
Flooring, platforms
and ramps
Storage areas
Assembly lines
Long-span walkways
Trench covers with
vehicular traffic
FEATURES
High strength
Corrosion resistant
Low conductivity
Fire retardant
Low maintenance
6.00'
4.00'
4' x 6' Finished Panel Size
Span
NOTE: Load carrying bars are oriented to run in the 6' dimension of the
panel. Panels furnished with closed bars all sides.
Allowable Spans for Vehicular Loads
Wheel Load (lb)
(1/2 Axle Load
+ 30% impact)
AASHTO Standard Truck
4
Allowable Span in Inches
Perpendicular
to Axle1
1.5" Deep HLC
Molded Grating
2" Deep HLC Molded
Grating
20,800
20" + 4"
8"
1'-2"
1'-5"
Automobile Traffic
2,220
8" + 4"
8"
2'-2"
2'-8"
5 Ton Capacity Forklift
13,480
11" + 4"
11"
1'1"
1'-5"
8,730
7" + 4"
7"
1'0"
1'-4"
3,425
4" + 4"
4"
1'7"
2'-1"
32,000 lb Axle Load – Dual Wheels (*formerly AASHTO H-20)
5,000 lb Vehicle – 1,500 lb Load 55% Drive Axle Load
14,400 lb Vehicle – 24,400 lb Total Load 85% Drive Axle Load
Allowable Spans for Vehicular Loads NOTES :
1. Load is carried by the grating load bars immediate under wheel + four additional load bars
adjacent to wheel.
2. Allowable Span is based on a 0.25" maximum deflection and a Factor of Safety of 3.0. Other
criteria may be required by certain construction codes. Check code requirements to determine
design criteria.
10
Load Distribution
Parallel
to Axle1
3.ALLOWABLE SPAN IS STRONGLY DEPENDENT ON WHEEL WIDTH AND VEHICLE WEIGHT/
LOAD CAPACITY. If your application varies from the values given on this table, contact us for
application assistance.
4.Load based on the AASHTO Standard Truck Load as defined in AASHTO LRFD Bridge Design
Specifications, 2nd Ed. This does not imply that the allowable span meets the deflection
requirements of this specification.
PROGrid® High Load Capacity Molded Grating Load and Deflection Data
Concentrated Load
1. These tables were developed in accordance with the test method developed by
the Fiberglass Grating Manufacturers Council (FGMC) of the American Composites
Manufacturers Association (ACMA) for the Fiberglass Grating Standard.
2. The designer should not exceed MAXIMUM RECOMMENDED load at any time.
MAXIMUM LOAD represents a 4:1 factor of safety on ULTIMATE CAPACITY.
ULTIMATE CAPACITY represents MAX LOAD observed at initial fracture.
Equal
3. Walking loads for maintenance traffic are typically a live load of 50 PSF.
Deflections for worker comfort are typically limited to 0.375" (3/8") or SPAN
divided by 120 under full live load. For a firmer feel under full live load or a line
load 250 lbs/ft of width, limit deflections to 0.25" (1/4") or SPAN divided by 200.
Equal
SPAN (in.)
Uniform Load
4. The loads represented are for STATIC LOAD CONDITIONS at ambient temperature.
Deflections for impact loads or dynamic loads will MULTIPLY the deflections shown
by 2. Long term loads will result in added deflection due to creep in the material
and will require higher factors of safety to ensure acceptable performance.
5. Deflections are limited to 0.5" (1/2") as recommended by the Fiberglass Grating
Manufacturers Council of the American Composites Manufacturers Association.
SPAN
TOP VIEW
SIDE VIEW
1.5"
1.5" x 1" x 2" HLC
Rectangular Grid
1.5" Thick
48% Open
2"
1"
(inches)
200
500
1000
2000
3000
4000
5000
18
24
36
42
<0.01
0.02
0.06
0.09
0.02
0.04
0.14
0.22
0.04
0.09
0.28
0.44
0.07
0.17
0.11
0.26
0.15
0.34
0.19
0.44
2"
1"
2"
Span
1.5"
2"
Max
Load
(inches)
200
400
500
600
700
800
28,047
20,430
13,620
11,619
18
24
36
42
<0.01
0.02
0.10
0.19
0.01
0.04
0.21
0.39
0.02
0.05
0.26
0.48
0.02
0.06
0.31
0.02
0.08
0.37
0.03
0.09
0.42
Span
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
A=7.2 in2 I=1.35 in4 S=1.75
12
T-.43 / B-.35
1"
6.21
TOP VIEW
Max
Load
36,000
20,390
8,814
6,550
SIDE VIEW
2"
2" x 1" x 2" HLC
Rectangular Grid
2" Thick
48% Open
1"
2" 2"
1"
2"
2"
2"
Span
(inches)
200
500
1000
2000
3000
4000
5000
18
24
36
42
<0.01
0.02
0.04
0.05
0.01
0.03
0.09
0.13
0.03
0.06
0.17
0.26
0.05
0.11
0.34
0.07
0.17
0.51
0.10
0.22
0.13
0.27
Max
Load
(inches)
200
400
500
600
700
800
Max
Load
32,651
27,245
18,130
15,525
18
24
36
42
<0.01
0.01
0.06
0.11
0.01
0.02
0.12
0.22
0.01
0.03
0.15
0.28
0.01
0.04
0.18
0.33
0.01
0.04
0.21
0.39
0.01
0.05
0.24
0.44
43,494
27,195
8,795
8,795
Span
# of Bars
Load Bar Width
Bar Centers
Weight/sq ft
A=7.2 in2 I=1.35 in4 S=1.75
12
T-.47 / B-.35
1"
8.4
P R O G R I D ® H igh L o a d C a p a ci t y G r a t i n g P rod u c t s
11
PROGrate® Pultruded Grating
PROGrate® pultruded grating supports heavier
loads and longer spans than comparably
sized molded grating. It’s ideal for demanding
applications ranging from ADA-compliant
walkways to heavy-duty vehicular traffic.
Easy Fabrication
Strong, Lightweight and Corrosion-Resistant
VGBA Certified
Our pultruded grating has the strength of steel, but it
won’t corrode like steel can.
Safer Walking Surface
A coarse epoxy coating enhances traction.
Support and Stability
Cross-rods and bearing bars lock mechanically for
maximum unidirectional strength.
12
Panels are lightweight, easy to transport, and can be cut
and fabricated using standard hand tools.
Extended Life
The coated resin surface increases resistance to
chemical corrosion and continuous UV exposure.
Our pultruded FRP grating has been tested and has met
the specifications set forth by the Virginia Graeme Baker
Act (VGBA) for use in VGBA compliant drain systems.
Stress Resistance
Continuous glass rovings resist tension, compression
and bending while providing longitudinal strength.
Continuous glass mat increases transverse strength and
resistance to impact.
X”
X”
X”
X”
X”
PROGrate® pultruded grating is available in two standard
resin systems, each providing different levels of corrosion
protection. Both resin systems meet Class 1 Flame Spread
Rating per ASTM E-84 test standards.
Resin-Rich Outer Surface
Surface Veil
Glass Mat
Glass Roving
IFR: A premium-grade isophthalic polyester resin system
that provides excellent corrosion protection. Standard colors:
Yellow and Gray.
VFR: A vinyl ester resin system that provides the highest level
of corrosion protection. Standard colors: Yellow and Gray.
APPLICATIONS
Floor systems
Walkways
Work platforms
Stairs
Ramps
Trench covers
Catwalks
Standard Dimensions
Length/Span (bearing bar)
Width
Length/Span (bearing bar)
Width
Standard Panel Sizes
3' wide x 20' long
4' wide x 20' long
P R O G r A T E ® P u l tr u d e d G rat i n g P ro d u c t s
13
PROGrate® Pultruded Grating Load and Deflection Data
Concentrated Load
Uniform Load
12”
12”
Equal
SPAN (in.)
SPAN
Equal
1. These tables were developed in accordance with the test method developed by the Fiberglass Grating
Manufacturers Council (FGMC) of the American Composites Manufacturers Association (ACMA) for the Fiberglass
Grating Standard.
2. The designer should not exceed MAXIMUM RECOMMENDED load at any time. MAXIMUM LOAD represents a 2:1
factor of safety on ULTIMATE CAPACITY. ULTIMATE CAPACITY represents MAX LOAD observed at initial fracture.
3. Walking loads for maintenance traffic are typically a live load of 50 PSF. Deflections for worker comfort are
typically limited to 0.375" (3/8") or SPAN divided by 120 under full live load. For a firmer feel under full live load
or a line load 250 lbs/ft of width, limit deflections to 0.25" (1/4") or SPAN divided by 200.
4. The loads represented are for STATIC LOAD CONDITIONS at ambient temperature. Deflections for impact loads or
dynamic loads will MULTIPLY the deflections shown by 2. Long term loads will result in added deflection due to
creep in the material and will require higher factors of safety to ensure acceptable performance.
5. Deflections are limited to 0.5" (1/2") as recommended by the Fiberglass Grating Manufacturers Council of the
American Composites Manufacturers Association.
T-Bar PT-1018
T-Bar PT-1018
T 10-18
T Bearing Bar
1" Thick
18% Open
A=2.86 in 2 I=0.37 in 4
Apparent
Span
(inches)
50
12
18
24
30
36
42
48
0.002
0.005
0.011
0.021
0.035
0.055
0.081
100
150
200
250
500
1000
2000
0.004 0.006 0.008 0.009 0.019 0.038 0.075
0.010 0.015 0.020 0.025 0.050 0.100 0.199
4
0.022
0.033
0.044 in0.055
0.109in 3 0.218
A=2.86
in 2 I=0.37
ST=1.00
SB=0.590.436
in 3
0.041 0.062 0.083 0.103 0.207 0.414
0.070 0.106 0.141 0.176 0.352
0.110 0.165 0.221 0.276 0.551
0.162 0.243 0.325 0.406
T
Bar PT-1017
Properties
Per Foot of Width
A = 2.86 in2
14
Approx.
lbs/sf
I = 0.37Weight:
in4 S 2.71
= 1.00
in3
T
SB=0.59 in 3
# of Bars
Load Bar Depth
6
6
2
Full
Load
Bar Size:
Depth 5’ x 20’Bar Centers
1"
2"
Bar Centers Opening
2”
1”
UNIFORM LOAD in lbs/ft
Max
Span
x 10^6
(inches)
Load EI(lb-in
2
50
100
150
200
250
500
)
5112
0.96
12 0.001 0.002 0.004 0.005 0.006 0.012
# of Bars
Load Bar Depth Bar Centers Opening
3408
1.22
18 0.005 0.009 0.014 0.019 0.023 0.047
25566
1.32
24
0.014 0.027 0.041 0.055
18% 0.068 0.136
1”
T Bar1.36
PT-101730 0.032 0.0652” 0.097 0.129
2045
0.162 0.323
1704
0.066 0.132 0.198 0.264 0.330 0.660
Approx.1.38
Weight: 2.7136lbs/sf
1461
1.40
42
0.121 0.241 0.362 0.482 0.603
1278
1.42
48 0.203 0.406 0.608
# of Bars
SB = 0.59 in3
ST=1.00 in 3
1000
0.023
0.093
0.273
0.646
Apparent 18%
Max EI
x 10^6
2000 Load (lb-in2)
0.047 10418
0.96
0.187 4562
1.22
0.545 2582
1.32
Full1626
Size:1.36
5’ x 20’
1137
1.38
835
1.40
638
1.42
Weight/sq ft
2.39
T Bar PT-1033
12
18
24
30
36
42
48
0.003
0.007
0.015
0.028
0.047
0.074
0.109
100
150
200
250
500
# of Bars
Load Bar Depth
A=2.34Apparent
in I=0.27 in
in
LOAD
in lbs/ft
8
1”
Max
Span ST=0.78 in SB=0.42UNIFORM
x 10^6
(inches)
Load EI(lb-in
2
50
100
150
200
250
500
1000
)
2
1000
2000
4
3
3
2000
0.016 0.032 0.064 7599
0.70
0.063 0.127 0.253 3314
0.90
0.182
1957Centers
0.99 Opening
Load 0.364
Bar Depth Bar
0.431
1258Size:
1.02 5’ x 20’
Full
33%
1”
8831 1/2”1.04
655
1.05
502
1.06
# Engineering
of Bars# of Load
Bar Depth
Bar
Centers
# of Bars
Load Bar Depth Weight/sq
Bar Centers
Opening
Properties
perLoad
Foot
ofDepth
Width Opening
Bars
Bar
Bar Centers
ft
Engineering
Properties
per Foot of Width
Properties Per
Foot of Width
2
TinBar
4 PT-1035
ST=0.78
B=0.42
I = 0.27
inI=0.27
STin=4 0.78
in3 inS3B =S0.42
in3in 3
A = 2.34 in A=2.34
4
PT-1035
A=2.34
in 2 8
I=0.27
in1”
ST=0.78 in 3
8 T Bar
2
Full Size: 33%
5’ x 20’1.5"
11"
S
=0.42 in 3
B1/2”
8
Full
x 20’
2.25
1 1/2”Size: 5’
33%
1”
# of Bars
T 10-35
T Bearing Bar
1" Thick
35% Open
1 1/2”Apparent 33%
Max
x 10^6
Load EI(lb-in
2
)
2
0.005 0.008
0.013 0.026 0.051 0.103 1950
0.70
12 0.002 0.003
T Bar0.010
PT-1033
Full0.005
Size:0.006
5’ x 0.008
20’
0.014 0.020 0.027 0.034 0.068 0.135 0.270 1300
0.90
18 0.006 0.013 0.019 0.025 0.032
Approx.
Weight:
2.25
lbs/sf
of 0.99
Bars Load24Bar0.018
Depth Bar 0.055
Centers #Opening
Foot of0.582
Width975#Engineering
0.029 Engineering
0.044 0.058 Properties
0.073 0.145per 0.291
of0.091
Bars
Properties per0.036
Foot of Width0.073
2
3
0.055 A=2.34
0.083 in0.110
0.138
0.276
0.551
1.02PT-1035
30 4 0.043 0.086
0.129
0.172
0.215
TA=2.34
Bar
I=0.27
in 4 S
SB=0.42 in 3780
2
3
3
T =0.78 in
1/2” in
33%
8 in I=0.27 in 1” ST=0.78 in SB1=0.42
8
0.093 0.140 0.187 0.234 0.467
650
1.04
36 0.088 0.175 0.263 0.350 0.438
0.147 0.221 0.294 0.368
557
1.05
42
0.161 0.322 0.482 0.643
0.217 0.326 0.435 0.543
488
1.06
48 0.272 0.543
TA=2.34
Bar inPT-1035
2
I=0.27 in 4
Bar Centers Opening
ST=0.78 in
3
Approx. Weight:
2.25 lbs/sf
Engineering
Properties
per Foot of Width
50
T Bar PT-1033
Span
T 10-33
T Bearing Bar
1" Thick
T Bar PT-1033
33% Open
(inches)
T Bar PT-1033
SB=0.42 in
Load Bar Depth
T Bar
PT-10351”
8
3
Bar Centers Opening
1 1/2”
Approx. Weight:
2.00 lbs/sf
Engineering
Properties
per Foot of Width
A=2.38 in 2 I=0.31 in 4
ST=0.84 in 3
33%
SB=0.49 in 3
# of Bars
Load Bar Depth
5
1”
Bar Centers Opening
2 1/2”
35%
T Bar PT-1035
Approx. Weight:
2.00 lbs/sfper Foot of Width
Engineering
Properties
(inches)
50
# of Bars Load Bar Depth Bar Centers #Opening
of Bars Load Bar Depth Bar Centers Opening
Full
Size:
5’ x 20’
Bar
PT-1050
A=2.38 in LOAD
I=0.31ininlbs/ft
ST=0.84
in SB=0.49 in T
2
Apparent
Apparent
41”
3
3
CONCENTRATED
of width
UNIFORM
LOAD
in lbs/ft2
2
1/2”
35%
5
A=2.38
in
in
ST=0.84 in SB=0.49 in
Max EI x 10^6 I=0.31Span
Max2 1/2”
35%
5
1”
EI x 10^6
(inches)
Load
2
Approx.
1.81 lbs/sf
100
150
200
250
500
1000 2000
50
100
150
200
250
500
1000 2000 Load (lb-in2)
(lb-inWeight:
)
12
18
24
30
36
42
48
0.002
0.006
0.013
0.025
0.042
0.065
0.096
0.005 0.007 0.010 0.012 0.024 0.049 0.097 3759
0.74
12 0.002 0.003 0.004 0.006 0.007 0.015 0.030 0.060 7620
0.74
0.013 0.019 0.026 0.032 0.064 0.128 0.256 2506
0.95
18 0.006 0.012 0.017 0.023 0.029 0.059 0.119 0.239 3339
0.95
of Bars
Bar
Bar
Engineering
Properties
of Width
# of Bars
Depth
Centers
Engineering
Properties
per Foot
of Width
0.027
0.040 0.053
0.067 per
0.133Foot
0.267
0.533 #1880
1.08 Load
24 Depth
0.017
0.033Centers
0.049 Opening
0.066
0.083 Load
0.166 Bar
0.333
0.666Bar1898
1.08 Opening
2 0.099
4
0.049
0.074
0.247in 3 0.493
1504
1.14
30
0.039
0.077
0.115
0.154
0.019
0.385
1204
1.14
2
Full
Size:
5’
x
20’
TinBar
PT-1050
4
3
3
A=2.38
I=0.31
in0.123
ST=0.84
SB=0.49 in 3
A=2.38
in I=0.31
in1” ST=0.84 in S2B=0.49
1/2” in
35%
Full
x 20’
5 T Bar
PT-1050
2 1/2”Size: 5’
35%
5
1”
0.084 0.126 0.168 0.209 0.419
1253
1.16
36 0.079 0.157 0.235 0.314 0.392
835
1.16
Approx.
Weight:
1.81
lbs/sf
0.131 0.196 0.262 0.327 0.654
42 0.143 0.286 0.429 0.572
614
1.18
1074
1.18
48 0.240 0.480
470
1.20
0.192 0.288 0.384 0.480
940
1.20
2
Span
4
3
3
Load Bar Depth
Bar Depth
Centers Opening
Engineering
Properties
Properties
Per Foot
of Widthper Foot of Width # of Bars
# of Bars
Load Bar
Bar Centers
24
TIA=2.38
PT-1050
3
PT-1050
I=0.31
in 4 SinT=0.84
SB=0.49
=Bar
0.31 in
in
ST = 0.84
SBin=3 0.49
in3 in 3 T Bar
5
5
1”
A = 2.38 in2
Approx. Weight:
1.81 lbs/sf
Engineering
Properties
per Foot of Width
A=1.76 in 2 I=0.21 in 4
T Bar PT-1050
13
Approx. Weight:
1.81 lbs/sfper Foot of Width
Engineering
Properties
T 10-50
2
4
3
T Bearing Bar A=1.76 in I=0.21 in ST=0.59 in
1" Thick
50% Open Suzhou Grating Co., Ltd.
13
13
3
A=1.76 in 2 I=0.21
in 4 in Slbs/ft
SB=0.31 in 3
CONCENTRATED
LOAD
ofinwidth
T =0.59
(inches)
12
18
24
30
36
42
48
SB=0.31 in 3
Span
50
13
100
150
200
250
500
1000
ST=0.59 in 3
2000
SB=0.31 in 3
# of Bars
6
www.szgrating.com
6 in 2 I=0.21 in 41” ST=0.59 in 3
A=1.76
2” in 3
SB=0.31
www.szgrating.com
Suzhou
Grating Co., Ltd.
A = 1.76 in2
I = 0.21 in4
ST = 0.59 in3
SB = 0.31 in3
0086-512-8885-8888
Load Bar Width
50%
6
0086-512-8885-8888
Load Bar Depth
Bar Centers
1"
2”
Load Bar Width
4
LOAD
in lbs/ft2 1”
A=1.76
in 2 I=0.21 in
ST=0.59 in 3 SB2”
=0.31UNIFORM
in 3
50%
6 Apparent
1”
Max
6
Span
x 10^6
(inches)
Load EI(lb-in
2
50
100
150
200
250
500
1000
)
6
Bar Centers Opening
1”
0086-512-8885-8888
www.szgrating.com
#Engineering
of Bars
Load
Bar Width
Bar of
Centers
# of Bars
Properties
per Foot
Width Opening
2"
50%
2”
# of Bars
www.szgrating.com
# of Bars
Bar Centers Opening
1”
0.003 0.007 0.010 0.014 0.017 0.034 0.068 0.136 1476
0.53
12 0.002 0.004 0.006 0.008 0.011 0.021
Co., Ltd.
www.szgrating.com
0086-512-8885-8888
Suzhou
0.009 Suzhou
0.018 Grating
0.028 0.037
0.046 0.092 0.184 0.368
984 Grating
0.66 Co., Ltd.
18 0.009 0.017
0.026 www.szgrating.com
0.035 0.043 0.086
# of Bars
Load24Bar 0.024
Width 0.048
Bar Centers
Opening
per Foot
0.019 0.039 Engineering
0.097 0.195
0.389of Width 738
0.74
0.073 0.097
0.122 0.243
0.036 0.072 A=1.76
0.108 in0.144
0.180
0.361
0.78
30 0.056 0.113 0.169 0.225 0.282 0.563
2
4
3
3 590
I=0.21 in
ST=0.59 in SB=0.31 in
50%
6
1”
2”
0.062 0.123 0.185 0.246 0.308 0.615
492
0.79
36
0.115 0.231 0.346 0.461 0.577
0.096 0.193 0.289 0.386 0.482
422
0.80
42 0.211 0.422 0.633
0.142 0.284 0.427 0.569
369
0.81
48 0.356
Full
2.00Size: 5’ x 20’
Load Bar Width
13
13
Weight/sq ft
Full
5’ x 20’
1" Size:
2 1/2”
35% 2.5"
0.042
0.173
0.486
50%
0086-512-8885-8888
Bar Centers Opening
2000
0.085
0.345
Apparent
Max
2”
x 10^6 50%
Load EI(lb-in
2
)
5735
0.53
0086-512-8885-8888
2952
0.66
1473
0.74
939
0.78
661
0.79
492
0.80
376
0.81
Weight/sq ft
1.81
15
T-Bar PT-1517
T 15-17
T Bearing Bar
1.5" Thick
T-Bar PT-1517
17% Open
T-Bar PT-1517
Span
12
18
24
30
36
42
48
54
60
66
A=3.08Apparent
in 2 I=0.88 in 4
(inches)
T-Bar PT-1517
ST=1.38 in 3
# of Bars
Load Bar Depth
1.2” Apparent 17%
10 in lbs/ft2 1 1/2”
UNIFORM LOAD
Max
Max EI
Span
x 10^6
x 10^6
(inches)
Load EI(lb-in
Load
2
50
100
150
200
250
500
1000
2000
)
(lb-in2)
Full
Size:
5’
x
20’
T-Bar
PT-1517
0.001 0.002 0.003 0.004 0.005 0.010 0.019 0.038 10343 1.89
12 0.001 0.001 0.002 0.002 0.003 0.006 0.012 0.024 13240 1.89
3.39 lbs/sf
0.002 0.004 Approx.
0.007 Weight:
0.009 0.011
0.022 0.045 0.089 6895
2.72
18 0.002 0.004 0.006 0.008 0.010 0.021 0.042 0.084 5884
2.72
# of Bars
Load
Bar Depth
Centers # of
Opening
Bars
Engineering Properties per Foot of Width Engineering
Properties
per FootBar
of Width
0.005 0.009 0.014 0.018 0.023 0.045 0.090 0.180 5172
3.2
24 0.006 0.011 0.017 0.022 0.028 0.056 0.112 0.225 3310
3.2
2
3
4
3
Size:
20’
T-Bar
I=0.88
in 4 S0.080
SB=1.02
A=3.08
in 2 PT-1533
0.008 0.016 A=3.08
0.024 in0.032
0.040
0.160
0.320in 34137
I=0.88 in30
ST=1.38
SB=1.02
in 3 0.050 10
0.012 in0.025
0.037
0.062 0.1251 1/2”
0.250 0.500Full
2118
3.525’ x
1.2”
17%
T =1.38 in
103.52
1 1/2”
1.2”
17%
0.0135 0.027 0.0405 0.054 0.0675 0.135 0.27
0.54 3448
36 lbs/sf
0.025 0.051 0.076 0.101 0.127 0.253 0.506
1471
3.6
Approx.3.6Weight: 2.81
0.021 0.043 0.064 0.085 0.107 0.213 0.426
42 0.047 0.093 0.140 0.187 0.233 0.466
2955
3.62
1081
3.62
0.032 0.063 0.095 0.127 0.158 0.316 0.633
2586
3.64
48 0.079 0.158 0.237 0.316 0.396
827
3.64
# of Bars
Centers
0.045 0.090 0.134 0.179 0.224 0.448
2298
3.66 Properties
54 0.126
0.252of Width
0.378 0.504
0.630 Load Bar Depth Bar654
3.66 Opening
Engineering
per Foot
0.061 0.122 0.183 0.245 0.306 0.611
2069
3.68
60
0.191 0.382
0.573 3
530
3.68
2
4
3
A=3.08
in PT-1533
I=0.88 in
ST=1.38 in Full
SB=1.02
in
1.2”
17%
10
Size:
5’ 17%
x 20’
T-Bar PT-1533
1 1/2”
Full
T-Bar
I=0.880.405
in 4 ST=1.38 in 3 SB=1.02 in 3 1881
0.081 0.162 A=3.08
0.243 in 20.324
438Size:
3.7 5’ x 20’
10 3.7
1661/2”0.278 0.556 1.2”
50
100
150
200
250
500
1000
2000
A = 3.08 in2
I = 0.88 in4
ST = 1.38 in3
SB = 1.02 in3
A=3.08
in 2 PT-1533
I=0.88 in 4 ST=1.38 in 3
T-Bar
SB=1.02 in 3
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
10
1.5"
1.2"
3.39
# of Bars
Load Bar Depth
Bar Centers Opening
T-Bar
PT-1533
10
1 1/2”
A=2.47 in 2 I=0.70 in 4
Full1.2”
Size: 5’ x17%20’
T 15-33
T Bearing Bar
1.5" Thick
T-Bar PT-1533
33% Open
ST=1.10 in
3
3
S B=0.82 in
# of Bars
Load Bar Depth
8
1 1/2”
1 1/2”
# of Bars Properties
Load Bar Depth
Centers # of
Opening
Bars
Load Bar Depth
per FootBar
of Width
Span
50
12
18
24
30
36
42
48
54
60
66
0.001
0.003
0.005
0.010
0.017
0.027
0.040
0.057
0.077
0.102
100
150
200
250
500
0.002 0.003 0.004 0.005 0.011
0.005 0.008 0.011 0.013 0.026
0.011 Engineering
0.016 0.022Properties
0.027 0.054
per
0.020 0.031
0.051 0.102
T Bar0.041
PT-1550
A=2.47 in 2 I=0.70 in 4 ST=1.10
0.035 0.052 0.070 0.087 0.174
0.055 0.082 0.109 0.136 0.273
0.081 0.121 0.161 0.201 0.403
0.114 0.170 0.227 0.284 0.568
Engineering Properties per
0.155 0.232 0.309 0.387
in 20.409
I=0.700.511
in 4 ST=1.10
0.204 A=2.47
T0.307
Bar
PT-1550
0.021 0.042 8235
1.71
12 0.001 0.001 0.002 0.003 0.003
0.053 0.106 5490
2.3
18 0.002 0.005 0.007 0.010 0.012
# of Bars
0.109of Width
0.217 4118
2.65 Load 24
0.007 0.014
0.020 0.027
0.034
Bar Depth
Bar Centers
Opening
Foot
2
4
3
0.205 0.409 3294
2.75
0.016 in0.032
0.048
A=2.47
in
Full
Size:
5’ 8x 0.080
20’
I=0.70 in30
ST=1.10
S B=0.82
in3 0.064
T Bar
PT-1550
in 3 S B=0.82 in3
1
1/2”
33%
8
1 1/2”0.033 0.065 0.098 0.131 0.163
0.348 0.697 2745
2.79
36
42 0.060 0.119 0.179 0.239 0.298
0.545
2353
2.83
2059
2.86
48 0.101 0.201 0.302 0.403 0.503
1830
2.89
54 0.160 0.319 0.479 0.638
Foot of Width # of Bars
1647
2.91
60 0.242 0.483
T Bar PT-1550
in 3 S B=0.82 in3 1497 8 2.93
66
1 1/2”0.351
Full1 1/2”
Size: 5’ x33%20’
Approx. Weight:
lbs/sf
Properties
Per Foot2.23
of Width
A = 2.47 in2
I = 0.70 in4
ST = 1.10 in3
Engineering
Properties perLoad
FootBar
of Depth
Width
# of Bars
SB = 0.82 in3
T Bar PT-1550
A=1.85 in 2 8
I=0.53 in 4
ST=0.83 in 3
1.5"
SB=0.61 in 3
Max
x 10^6
Load EI(lb-in
2
)
0.007 0.013 0.026 10541
1.71
0.025 0.050 0.099 4685
2.3
0.068 0.136 0.272 2635
2.65
0.160 1 1/2”
0.320 0.639Full
1687
2.755’ x
Size:
20’
1 1/2”
33%
0.327 0.653
1171
2.79
0.597
861
2.83
659
2.86
521
2.89
422
2.91
Full
Size:
5’ x 20’
348
2.93
2000
# of Bars
Load Bar Depth Weight/sq
Bar Centers
Bar Centers
ft Opening
1.5"
6
2.81
2”
1 1/2”
www.szgrating.com
50
12
18
24
30
36
42
48
54
60
66
0.001
0.003
0.007
0.013
0.023
0.035
0.051
0.072
0.098
0.129
Bar Centers Opening
2”
50%
0086-512-8885-8888
14
# of Bars
2
4
3
3
Apparent 50%
A=1.85Apparent
in I=0.53 in
ST=0.83 in SB=0.61
in
CONCENTRATED
LOAD in lbs/ft of width
UNIFORM
LOAD
in lbs/ft2 1 1/2”
6
Max2” EI
Span
A=1.85 in 2 I=0.53 in 4 ST=0.83 in 3 SB=0.61 in 3 Max 6EI x 10^6
2”
50%
1 1/2”
x 10^6
(inches)
Load
100
150
200
250
500
1000 2000
50
100
150
200
250
500
1000 2000 Load (lb-in2)
(lb-in2)
Span
50%
0086-512-8885-8888
Load Bar Depth
Centers # of
Opening
Bars
Load Bar Depth
per FootBar
of Width
T 15-50
2
4
3
3
2
4
3
3
ST=0.83 in SB=0.61
2” in
650%
1 1/2”
T Bearing Bar A=1.85 in I=0.53 in ST=0.83 in SB=0.61 in A=1.856 in I=0.53 in 1 1/2”
1.5" Thick
50% Open
www.szgrating.com
0086-512-8885-8888
www.szgrating.com
(inches)
Bar Centers Opening
33%
Full1 1/2”
Size:
5’ x33%
20’
Apparent
T Bar
2 PT-1550
2
4
Apparent
S B=0.82 in3 Max
A=2.47
ST=1.10 in 3 S B=0.82
in3
UNIFORM
LOAD
1 1/2”
8 in I=0.70 in
1 1/2”
833%in lbs/ft 1 1/2”
Span
EI
x
10^6
(inches)lbs/sf
2
Approx.
Weight:
2.23
1000 2000 Load
50
100
150
200
250
500
1000
(lb-in
)
A=2.47 in 2 I=0.70
in 4lbs/ft
ST=1.10
in 3
CONCENTRATED
LOAD in
of width
(inches)
Bar Centers Opening
.
0.003 0.004 0.005 0.006 0.013 0.026 0.051 5210
1.41
12 0.001
Suzhou
Grating
Co.,18Ltd.0.003
0.007
0.010Grating
0.013 Co.,
0.017Ltd.
0.033 0.066 0.132www.szgrating.com
3473
1.84
Suzhou
# of Bars
Bar Depth
per Foot
0.014 Engineering
0.036 0.072
0.143of Width
0.286 2605
2.01 Load 24
0.009
0.027 A=1.85
0.040 in 20.054 0.067
0.134 0.268
0.536 3 2084
2.1
30 0.021
4
3
I=0.53 in
ST=0.83 in SB=0.61 in
6
1 1/2”
0.045 0.068 0.090 0.113 0.225 0.450
1737
2.16
36 0.042
0.070 0.104 0.139 0.174 0.348 0.695
42 0.076
1489
2.22
0.102 0.153 0.204 0.255 0.510
1303
2.26
48 0.127
www.szgrating.com
0.144 0.216 0.288 0.360
1158
2.28
54 0.202
0.196 0.293 0.391 0.489
1042
2.3
60 0.306
0.258 0.387 0.516 0.645
947
2.32
66 0.444
A = 1.85 in2
16
Bar Centers Opening
SB=1.02 in 3
I = 0.53 in4
ST = 0.83 in3
SB = 0.61 in3
0.002 0.002 0.003 0.004 0.008
www.szgrating.com
0.006 0.009
0.012 0.015 0.031
0086-512-8885-8888
Bar Centers
Opening
0.018
0.027 0.036
0.045 0.089
0.042 0.063 0.084 0.105 0.209
2”
50%
0.084 0.127 0.169 0.211 0.422
0.152 0.228 0.304 0.380
0.255 0.382 0.510 0.637
0086-512-8885-8888
0.405 0.607
0.611
0.016
0.062
0.179
0.419
0.032
0.124
0.357
14
14
6669
1.41
34640086-512-8885-8888
1.84
1667
2.01
1067
2.1
741
2.16
545
2.22
417
2.26
329
2.28
267
2.3
220
2.32
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
6
1.5"
2"
2.23
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.001
0.002
0.003
0.005
0.007
0.010
0.015
0.020
0.026
0.034
0.001
0.002
0.004
0.006
0.010
0.015
0.021
0.029
0.040
0.052
0.068
0.002
0.003
0.005
0.009
0.014
0.022
0.031
0.044
0.059
0.078
0.101
0.002
0.004
0.007
0.012
0.019
0.029
0.042
0.058
0.079
0.105
0.135
0.003
0.005
0.009
0.015
0.024
0.036
0.052
0.073
0.099
0.131
0.169
0.005
0.010
0.018
0.030
0.048
0.073
0.104
0.146
0.198
0.261
0.338
0.010
0.020
0.037
0.060
0.096
0.146
0.208
0.291
0.396
0.523
0.676
0.020
0.040
0.073
0.121
0.192
0.291
0.417
0.583
A = 4.34 in2
I = 2.11 in4
ST = 2.64 in3
SB = 1.76 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
16215
3.60
10810
6.07
8108
7.89
6486
9.32
5405
10.10
4633 10.60
4054 11.06
3603 11.26
3243 11.36
2948 11.46
2703 11.50
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
0.001
0.002
0.005
0.009
0.016
0.026
0.041
0.062
0.090
0.127
0.001
0.002
0.005
0.009
0.018
0.032
0.052
0.082
0.124
0.180
0.254
0.001
0.003
0.007
0.014
0.027
0.048
0.078
0.123
0.186
0.269
0.380
0.001
0.004
0.009
0.019
0.036
0.064
0.104
0.164
0.248
0.359
0.507
0.002
0.005
0.011
0.024
0.045
0.080
0.130
0.205
0.309
0.449
0.634
0.003
0.009
0.023
0.047
0.090
0.159
0.260
0.410
0.619
0.006
0.019
0.046
0.094
0.180
0.319
0.521
0.012
0.038
0.091
0.189
0.361
0.637
Max Apparent
x 10^6
Load EI(lb-in
2
)
20269 3.60
13524
6.07
7398
7.89
5437
9.32
3612
10.10
2635 10.60
2030 11.06
1600 11.26
1295 11.36
1070 11.46
899
11.50
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
8
2"
1.5"
4.44
T 20-33
T Bearing Bar
2" Thick
33% Open
T 20-50
T Bearing Bar
2" Thick
50% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.001
0.002
0.004
0.006
0.009
0.013
0.019
0.026
0.034
0.044
0.002
0.003
0.005
0.008
0.012
0.019
0.027
0.038
0.051
0.068
0.088
0.003
0.004
0.007
0.011
0.018
0.028
0.040
0.057
0.077
0.102
0.133
0.004
0.006
0.009
0.015
0.024
0.037
0.054
0.076
0.103
0.136
0.177
0.005
0.007
0.012
0.019
0.031
0.046
0.067
0.095
0.129
0.171
0.221
0.010
0.015
0.023
0.038
0.061
0.093
0.135
0.190
0.257
0.341
0.442
0.020
0.029
0.047
0.077
0.122
0.186
0.269
0.379
0.514
0.682
0.040
0.059
0.093
0.153
0.245
0.372
0.539
A = 3.23 in
2
I = 1.58 in
4
ST = 1.98 in
3
SB = 1.32 in
3
Max Apparent
x 10^6
Load EI(lb-in
2
)
13302 1.80
8868
4.15
6651
6.17
5321
7.35
4434
7.95
3801
8.31
3326
8.55
2956
8.65
2660
8.75
2419
8.78
2217
8.80
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.001
0.003
0.006
0.011
0.020
0.034
0.053
0.080
0.117
0.166
0.001
0.003
0.006
0.012
0.023
0.041
0.067
0.107
0.161
0.234
0.331
0.002
0.004
0.009
0.180
0.034
0.061
0.101
0.160
0.241
0.352
0.497
0.002
0.005
0.012
0.024
0.046
0.081
0.135
0.213
0.321
0.469
0.663
0.003
0.007
0.015
0.030
0.057
0.102
0.168
0.267
0.402
0.586
0.006
0.014
0.029
0.060
0.115
0.203
0.337
0.533
0.012
0.027
0.058
0.120
0.229
0.407
0.674
0.025
0.055
0.117
0.239
0.458
Max Apparent
x 10^6
Load EI(lb-in
2
)
23936 1.80
8624
4.15
6468
6.17
4242
7.35
2946
7.95
2153
8.31
1672
8.55
1310
8.65
1062
8.75
881
8.78
740
8.80
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
6
2"
2"
3.43
17
I 10-40
I Bearing Bar
1" Thick
40% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.003
0.006
0.012
0.020
0.032
0.047
0.067
0.091
0.121
0.156
0.002
0.006
0.013
0.024
0.040
0.063
0.094
0.134
0.182
0.242
0.312
0.003
0.009
0.019
0.036
0.060
0.095
0.141
0.200
0.273
0.362
0.468
0.004
0.012
0.025
0.047
0.080
0.127
0.188
0.267
0.364
0.483
0.625
0.005
0.015
0.032
0.059
0.100
0.158
0.235
0.334
0.455
0.604
0.011
0.030
0.063
0.119
0.201
0.316
0.470
0.668
0.021
0.060
0.126
0.237
0.402
0.633
0.042
0.119
0.253
0.475
A = 3.66 in2
I = 0.46 in4
S = 0.93 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
8028
1.80
5352
2.10
4014
2.28
3211
2.37
2676
2.42
2294
2.44
2007
2.45
1784
2.46
1606
2.47
1460
2.48
1338
2.49
Span
(inches)
50
100
150
200
250
500
1000
12
18
24
30
36
42
48
54
60
0.001
0.003
0.008
0.019
0.038
0.069
0.118
0.188
0.285
0.001
0.005
0.016
0.037
0.075
0.138
0.235
0.376
0.569
0.002
0.008
0.024
0.056
0.113
0.208
0.353
0.564
0.002
0.011
0.032
0.074
0.151
0.277
0.470
0.003
0.014
0.039
0.093
0.188
0.346
0.588
0.006
0.027
0.079
0.185
0.377
0.692
0.012
0.054
0.158
0.371
Max Apparent
x 10^6
Load EI(lb-in
2
)
0.025 17605
1.80
0.108 7969
2.10
0.316 3961
2.28
2574
2.37
1791
2.42
1314
2.44
1004
2.45
792
2.46
713
2.47
2000
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
12
1"
1"
3.47
I 10-50
I Bearing Bar
1" Thick
50% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.004
0.008
0.014
0.024
0.038
0.056
0.080
0.109
0.144
0.186
0.003
0.007
0.015
0.028
0.048
0.076
0.112
0.159
0.217
0.288
0.372
0.004
0.011
0.023
0.042
0.073
0.114
0.169
0.239
0.326
0.432
0.558
0.005
0.015
0.031
0.057
0.097
0.152
0.225
0.318
0.435
0.576
0.007
0.018
0.038
0.071
0.121
0.190
0.281
0.398
0.543
0.013
0.037
0.077
0.141
0.242
0.380
0.562
0.026
0.074
0.153
0.283
0.484
0.053
0.147
0.306
0.565
Max Apparent
x 10^6
Load EI(lb-in
2
)
7185
1.36
4790
1.65
3593
1.88
2874
1.99
2395
2.01
2053
2.03
1796
2.05
1597
2.06
1437
2.07
1307
2.08
1198
2.09
Span
(inches)
50
100
150
200
250
500
1000
12
18
24
30
36
42
48
54
60
0.001
0.003
0.010
0.022
0.045
0.083
0.140
0.224
0.340
0.002
0.007
0.019
0.044
0.091
0.166
0.281
0.448
0.679
0.002
0.010
0.029
0.066
0.136
0.249
0.421
0.672
0.003
0.014
0.038
0.088
0.181
0.333
0.562
0.004
0.017
0.048
0.110
0.227
0.416
0.008
0.035
0.096
0.221
0.453
0.017
0.069
0.191
0.442
Max Apparent
x 10^6
Load EI(lb-in
2
)
0.033 11887 1.36
0.138 6299
1.65
0.383 3621
1.88
2308
1.99
1591
2.01
1175
2.03
898
2.05
709
2.06
638
2.07
2000
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
I = 0.39 in4
10
1"
1.2"
2.97
A = 3.05 in2
S = 0.77 in3
I 10-60
I Bearing Bar
1" Thick
60% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.002
0.004
0.009
0.017
0.029
0.046
0.068
0.095
0.129
0.171
0.221
0.003
0.009
0.019
0.035
0.059
0.092
0.136
0.191
0.259
0.342
0.442
0.005
0.013
0.028
0.052
0.088
0.138
0.203
0.286
0.388
0.513
0.663
0.007
0.018
0.037
0.069
0.117
0.184
0.271
0.381
0.517
0.685
0.008
0.022
0.047
0.086
0.146
0.230
0.339
0.477
0.647
0.016
0.044
0.094
0.173
0.293
0.459
0.678
0.033
0.088
0.187
0.345
0.586
0.065
0.176
0.374
0.690
A = 2.44 in2
18
I = 0.31 in4
S = 0.62 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
5755
1.10
3850
1.38
2888
1.54
2310
1.63
1925
1.66
1650
1.68
1444
1.70
1283
1.72
1155
1.74
1050
1.75
962
1.76
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
0.001
0.004
0.012
0.027
0.055
0.100
0.169
0.268
0.404
0.002
0.008
0.023
0.054
0.110
0.201
0.339
0.536
0.003
0.012
0.035
0.081
0.165
0.301
0.508
0.004
0.017
0.047
0.108
0.220
0.402
0.678
0.005
0.021
0.058
0.135
0.274
0.502
0.010
0.041
0.117
0.270
0.549
0.020
0.083
0.234
0.539
0.041
0.165
0.468
Max Apparent
x 10^6
Load EI(lb-in
2
)
7944
1.10
5296
1.38
2935
1.54
1845
1.63
1281
1.66
943
1.68
721
1.70
571
1.72
514
1.74
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
8
1"
1.5"
2.47
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.001
0.002
0.004
0.007
0.011
0.017
0.024
0.033
0.044
0.057
0.001
0.002
0.005
0.009
0.015
0.023
0.034
0.048
0.066
0.087
0.113
0.002
0.004
0.007
0.013
0.022
0.034
0.051
0.072
0.099
0.131
0.170
0.002
0.005
0.010
0.018
0.029
0.046
0.068
0.096
0.131
0.174
0.226
0.003
0.006
0.012
0.022
0.036
0.057
0.085
0.120
0.164
0.218
0.283
0.006
0.012
0.024
0.044
0.073
0.114
0.169
0.240
0.328
0.436
0.565
0.012
0.025
0.049
0.088
0.146
0.229
0.338
0.480
0.657
0.024
0.050
0.098
0.176
0.292
0.457
0.677
A = 4.66 in2
I = 1.32 in4
S = 1.76 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
14034 3.00
9356
4.88
7017
5.90
5614
6.40
4678
6.66
4010
6.75
3509
6.81
3119
6.83
2807
6.85
2552
6.87
2339
6.88
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
0.001
0.003
0.007
0.014
0.025
0.042
0.068
0.103
0.150
0.212
0.001
0.002
0.006
0.014
0.027
0.050
0.085
0.135
0.205
0.300
0.424
0.001
0.004
0.009
0.021
0.041
0.075
0.127
0.203
0.308
0.450
0.636
0.001
0.005
0.012
0.027
0.055
0.100
0.169
0.270
0.411
0.599
0.002
0.006
0.015
0.034
0.068
0.125
0.211
0.338
0.513
0.004
0.012
0.031
0.069
0.137
0.250
0.423
0.675
0.007
0.023
0.061
0.037
0.274
0.500
0.015
0.047
0.122
0.275
0.547
Max Apparent
x 10^6
Load EI(lb-in
2
)
21051
3.00
14559 4.88
7136
5.90
4405
6.40
3161
6.66
2292
6.75
1746
6.81
1387
6.83
1124
6.85
928
6.87
779
6.88
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
12
1.5"
1"
4.22
I 15-50
I Bearing Bar
1.5" Thick
50% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.002
0.003
0.005
0.009
0.014
0.021
0.029
0.040
0.053
0.069
0.001
0.003
0.006
0.011
0.018
0.028
0.041
0.059
0.080
0.106
0.138
0.002
0.005
0.009
0.016
0.027
0.042
0.062
0.088
0.120
0.160
0.207
0.003
0.006
0.012
0.021
0.036
0.056
0.083
0.117
0.160
0.213
0.276
0.004
0.008
0.015
0.027
0.045
0.070
0.103
0.146
0.200
0.266
0.345
0.007
0.015
0.030
0.054
0.089
0.139
0.206
0.293
0.401
0.532
0.689
0.015
0.030
0.060
0.107
0.178
0.279
0.413
0.586
0.029
0.061
0.119
0.214
0.356
0.558
Max Apparent
x 10^6
Load EI(lb-in
2
)
11055
2.46
7370
4.00
5528
4.84
4422
5.25
3685
5.46
3159
5.53
2764
5.58
2457
5.60
2211
5.61
2010
5.63
1843
5.64
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
0.001
0.004
0.008
0.017
0.031
0.052
0.082
0.125
0.183
0.259
0.001
0.003
0.007
0.017
0.033
0.061
0.103
0.165
0.250
0.366
0.517
0.001
0.004
0.011
0.025
0.050
0.092
0.155
0.247
0.376
0.548
0.002
0.006
0.015
0.034
0.067
0.122
0.206
0.330
0.501
0.002
0.007
0.019
0.042
0.083
0.153
0.258
0.412
0.626
0.005
0.014
0.037
0.084
0.167
0.305
0.516
0.009
0.028
0.074
0.168
0.334
0.610
0.018
0.057
0.149
0.335
0.668
Max Apparent
x 10^6
Load EI(lb-in
2
)
13992 2.46
9328
4.00
5878
4.84
3486
5.25
2485
5.46
1806
5.53
1384
5.58
1091
5.60
886
5.61
730
5.63
614
5.64
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
I = 1.11 in4
10
1.5"
1.2"
3.60
A = 3.89 in2
S = 1.47 in3
I 15-40
I Bearing Bar
1.5" Thick
40% Open
I 15-60
I Bearing Bar
1.5" Thick
60% Open
Span
(inches)
50
100
150
200
250
500
1000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.002
0.004
0.007
0.011
0.017
0.026
0.036
0.050
0.066
0.085
0.002
0.004
0.007
0.013
0.022
0.035
0.051
0.073
0.099
0.132
0.171
0.003
0.006
0.011
0.020
0.033
0.052
0.077
0.109
0.149
0.197
0.256
0.004
0.008
0.015
0.027
0.044
0.069
0.102
0.145
0.198
0.263
0.341
0.005
0.009
0.018
0.033
0.055
0.086
0.128
0.181
0.248
0.329
0.427
0.009
0.019
0.037
0.066
0.110
0.173
0.255
0.363
0.496
0.658
0.018
0.038
0.074
0.133
0.220
0.345
0.511
A = 3.11 in2
I = 0.88 in4
S = 1.17 in3
Apparent
Max EI
x 10^6
2000 Load (lb-in2)
0.036 8958
1.99
0.075 5972
3.23
0.147 4479
3.91
0.265 3853
4.24
0.441 2986
4.41
0.691 2559
4.47
2240
4.51
1991
4.52
1792
4.54
1629
4.55
1493
4.56
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.002
0.005
0.010
0.021
0.038
0.064
0.102
0.155
0.226
0.320
0.001
0.004
0.009
0.021
0.041
0.076
0.128
0.204
0.310
0.453
0.640
0.002
0.005
0.014
0.031
0.062
0.113
0.192
0.306
0.465
0.679
0.002
0.007
0.018
0.041
0.083
0.151
0.255
0.408
0.620
0.003
0.009
0.023
0.052
0.103
0.189
0.319
0.510
0.006
0.018
0.046
0.104
0.207
0.378
0.639
0.011
0.035
0.092
0.207
0.413
0.023
0.070
0.184
0.415
Max Apparent
x 10^6
Load EI(lb-in
2
)
10524 1.99
7016
3.23
4585
3.91
2831
4.24
2006
4.41
1454
4.47
1117
4.51
885
4.52
717
4.54
592
4.55
498
4.56
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
8
1.5"
1.5"
2.97
19
I 10-40-ADA
I Bearing Bar
1" Thick
40% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.003
0.006
0.012
0.020
0.032
0.047
0.066
0.090
0.120
0.155
0.002
0.006
0.013
0.024
0.040
0.063
0.093
0.132
0.181
0.240
0.310
0.003
0.009
0.019
0.036
0.060
0.095
0.140
0.198
0.271
0.359
0.465
0.004
0.011
0.026
0.048
0.080
0.126
0.187
0.265
0.361
0.479
0.620
0.005
0.014
0.032
0.060
0.100
0.158
0.233
0.331
0.452
0.599
0.009
0.029
0.064
0.120
0.201
0.315
0.466
0.661
0.018
0.057
0.129
0.239
0.402
0.036
0.115
0.257
0.479
A = 4.44 in2
I = 0.49 in4
100
150
200
250
500
1000
0.001
0.005
0.016
0.037
0.075
0.138
0.233
0.372
0.565
0.002
0.008
0.024
0.056
0.113
0.207
0.350
0.558
0.002
0.011
0.032
0.075
0.151
0.276
0.466
0.003
0.013
0.040
0.094
0.188
0.345
0.006
0.027
0.080
0.187
0.377
0.011
0.054
0.161
0.374
Max Apparent
x 10^6
Load EI(lb-in
2
)
0.023 11526 1.99
0.107 5123
2.12
0.321 2882
2.24
1844
2.35
1281
2.42
941
2.45
720
2.47
569
2.48
461
2.49
381
2.5
Full320
Size:2.51
5’ x
2000
Load Bar Depth
Bar Centers
Weight/sq ft
23
1"
.52"
4.08
I Bar PI-1050-ADA
# of Bars
S = 0.98 in3
I Bar PI-1050-ADA
I 10-50-ADA
I Bearing Bar
1" Thick
50% Open
Max Apparent
Span
x 10^6
(inches)
Load EI(lb-in
2
50
)
9005
1.99
12 0.001
6003
2.12
18 0.003
4503
2.24
24 0.008
3602
2.35
30 0.019
3002
2.42
36 0.038
2573
2.45
42 0.069
2251
2.47
48 0.117
2001
2.48
54 0.186
1800
2.49
60 0.282
1637
2.50
66 0.412
I Bar 2.51
PI-1050-ADA
1500
72 0.581
20’
I Bar PI-1050-ADA
Span
(inches)
50
12
18
24
30
36
42
48
54
60
66
72
0.001
0.003
0.007
0.014
0.024
0.037
0.056
0.079
0.108
0.143
0.184
100
150
200
250
500
0.003 0.004 0.006 0.007 0.014
0.007 0.010 0.014 0.017 0.035
0.015 Engineering
0.037 0.074
per
0.028 0.042 20.055 0.069 0.139
A=3.67 in
I=0.40 in 4
0.048 0.071 0.095 0.119 0.238
0.075 0.112 0.150 0.187 0.375
0.111 0.167 0.223 0.278
0.158 0.237 0.315 0.394
per
0.215 Engineering
0.538
0.285 A=3.67
I0.428
Barin 20.570
PI-1060-ADA
I=0.40 in 4
0.369 0.553
1000
0.028 0.056 7495
1.29
12 0.001 0.002 0.003 0.003 0.004 0.009 0.017 0.035 9594
1.29
0.069 0.139 4997
1.75
18 0.003 0.007 0.010 0.013 0.016 0.033 0.065 0.130 4264
1.75
0.148of 0.295
1.95 Load 24
0.009 0.018
0.028 0.037
0.046 0.092 0.185 0.369 2398
1.95
# of Bars
Bar Depth
Bar Centers
Opening
Foot
Width 3748
of Bars
Bar 0.433
Depth Bar Centers
Opening
0.277
2998
2.03 Properties
30 per
0.022Foot
0.043
0.065 #0.087
0.108Load
0.216
1535
2.03
of Width
3Engineering
S=0.80 in
50%
192.04
1” 0.045 0.089 0.63”
0.476
2498
36
0.134
0.179
0.223
0.447
1066
2.04
2PI-1060-ADA
4
3
Full
Size:
5’
x50%20’
I
Bar
A=3.67 in
I=0.40 in
S=0.80 in
0.63”
19
1”
2141
2.06
42 0.082 0.164 0.246 0.328 0.410
783
2.06
Approx. 2.07
1874
0.139 0.278 0.417
600
2.07
1666
2.08
54 0.222 0.444 0.665
474
2.08
# of Bars
Bar Depth
Bar Centers Opening
Foot of Width 1499
2.09 Load 60
0.336 0.673
383
2.09
66 0.490
317
2.1
Full
Size: 5’ x50%20’
S=0.80 in3 1363 192.10
0.63”
1”
Full267
Size:2.11
5’ x 20’
I Bar 2.11
PI-1060-ADA
1250
72 0.691
Approx. #Weight:
of Bars2.92 lbs/sf
A = 3.67 in
2
I = 0.40 in
4
# of Bars
Load2Bar Depth Bar Centers
Opening
Engineering
ApparentProperties per Foot of Width
Apparent
UNIFORM
LOAD in lbs/ft
Max EI
Max EI
Span
x 10^6
x 10^6
3
(inches) in 4
Load
I=0.40
S=0.80
in
50
100
150
20019 250
5001” 1000 2000 0.63”
(lb-in2) 50%
2
Load in(lb-in
2
2000 A=3.67
)
S = 0.80 in
Load Bar Depth
Bar Centers
Weight/sq ft
1"
0.63"
3.50
19
3
I Bar PI-1060-ADA
I 10-60-ADA
I Bearing Bar
1" Thick
60% Open
A=2.90 in 2
I=0.32 in 4
S=0.64 in3
# of Bars
Load Bar Depth
15
1”
Bar Centers Opening
0.78”
60%
Engineering Properties per Foot of Width # of Bars Load Bar Depth Bar Centers Opening
# of Bars
Load2Bar Depth Bar Centers
Opening
Engineering
Apparent
UNIFORM
LOAD in lbs/ft
Max EI
Span
S=0.64 in3 Max 15
0.78”
60%
1”
EI 2x 10^6
x 10^6
(inches)
4
3
Load
Load
2
Full
Size:
5’
20’
I
Bar
PI-1540-ADA
A=2.90
in
I=0.32
in
S=0.64
in
100
150
200
250
500
1000 2000
50
100
150
20015 250
500 1” 1000 2000 0.78”
(lb-in )
(lb-in2) x
60%
0.003 0.005 0.006 0.008 0.015 0.030 0.060 6181
1.20
12
0.001
0.002
0.003
0.004
0.005
0.009
0.019
0.038
7912
1.20
0.008 0.012 0.016 0.021 0.041 0.082 0.164 4121
1.48
18 0.004 0.008 0.012 0.015 0.019 0.038 0.077 0.154 3516
1.48
0.017 Engineering
0.044 0.087
0.175of 0.349
1.65 Load 24
0.011 0.022
0.033 0.044
0.055 0.109 0.218 0.436 1978
1.65
# of Bars
Bar Depth
Bar Centers
Opening
per Foot
Width 3091
0.033 0.049 20.065 0.082 0.164
0.327
2472
1.72
30 0.026 0.051 0.077 0.102 0.128 0.255
1266
1.72
Full 0.155
Size:0.207
5’ x60%
20’
I Barin PI-1540-ADA
A=2.90
I=0.32 in 4
S=0.64 in3
0.055 0.083 0.110 0.138 0.276
2060 151.76
361” 0.052 0.104 0.78”
0.259
879
1.76
I Bar PI-1540-ADA
Weight:0.214
5.32 lbs/sf
0.086 Approx.
0.129 0.172
0.429
1766
1.80
42 0.094 0.188 0.281 0.375
646
1.80
Approx. 1.82
Weight: 5.3248
lbs/sf
0.127 0.190 0.253 0.316
1545
0.158 0.316 0.475 0.633
494
1.82
0.178 0.267 0.357 0.446
1374
1.84
54 0.251 0.501
391
1.84
0.242 0.363 0.484 0.605
1237
1.86
60 0.378
316
1.86
0.320 I0.480
1124
1.87
66 0.551
261
1.87
Bar 0.641
PI-1540-ADA
0.414 0.620
1030
1.88
72 0.776
220
1.88
CONCENTRATED
lbs/ftinof4 width
A=2.90 in 2 LOAD in
I=0.32
Span
(inches)
50
12
18
24
30
36
42
48
54
60
66
72
0.002
0.004
0.009
0.016
0.028
0.043
0.063
0.089
0.121
0.160
0.207
A = 2.90 in2
I = 0.32 in4
S = 0.64 in3
# of Bars
Load of
BarWidth
Depth # of BarsBarLoad
Centers
Bar Depth
Engineering
Properties per Foot
A=6.24 in
2
15
I=1.38 in
4
1"
S=1.84 in
3
23
0.78"
1 1/2”
Weight/sq
ft Opening
Bar
Centers
2.92
0.52”
40%
20
of Bars Co.,
Load
Suzhou#Grating
Ltd.Bar Depth
Bar Centers
Opening
www.szgrating.com
0086-512-8885-8888
I Bar PI-1540-ADA
Span
(inches)
50
12
18
24
30
36
42
48
54
60
66
72
0.001
0.001
0.002
0.004
0.007
0.011
0.016
0.023
0.031
0.042
0.054
19
100
150
200
250
500
0.001 0.002 0.002 0.003 0.005
0.002 0.003 0.004 0.006 0.011
0.005 Engineering
0.012 0.023
per
0.008 0.013 0.017 0.021 0.042
2
A=6.24 in
I=1.38 in 4
0.014 0.022 0.029 0.036 0.072
0.022 0.034 0.045 0.056 0.112
0.033 0.049 0.065 0.082 0.163
0.046 0.069
0.092
Suzhou
Grating
Co.,0.115
Ltd. 0.229
0.063 0.094 0.125 0.157 0.313
0.083 0.125 0.166 0.208 0.416
0.108 0.162 0.215 0.269 0.539
1000
Bar Centers Opening
Engineering Properties per Foot of Width # of Bars Load Bar Depth
Apparent
UNIFORM
LOAD in lbs/ft2
Max Apparent
Max EI
Span in4
3
A=6.24EIinx 210^6
I=1.38
S=1.84
in
23
1 1/2”
0.52” x 10^6 40%
(inches)
2000 Load (lb-in2)
50
100
150
200
250
500
1000 2000 Load (lb-in2)
0.011 0.021 15057 3.40
12 0.000
0.022 0.045 10038 5.42
18 0.001
Suzhou
Grating
Co.,
Ltd.
0.047of Width
0.094 7528
6.16 Load 24
0.003
# of Bars
Bar Depth
Foot
0.085 0.170 6023
6.63
30 0.007
3
1361/2”0.013
0.143S=1.84
0.287in 5019 236.78
0.224 0.447 4302
6.90
42 0.024
0.327
3764
7.05
48 0.041
0.459
3346
7.15
54 0.065
www.szgrating.com
3011
7.18
60 0.098
2738
7.20
66 0.143
2509
7.22
72 0.202
19
A = 6.24 in2
I = 1.38 in4
S = 1.84 in3
0.001 0.001 0.001 0.002 0.003
0.002 0.003 0.004 0.005 0.011
www.szgrating.com
0.006
0.009
0.012
0.015 0.029
Bar Centers
Opening
0.013 0.020 0.027 0.033 0.066
0.027 0.52”
0.040 0.054 40%
0.067 0.134
0.049 0.073 0.098 0.122 0.245
0.082 0.123 0.163 0.204
0.129 0086-512-8885-8888
0.194 0.258 0.323
0.196 0.294 0.392 0.490
0.286 0.429
0.404
0.007
0.021
0.058
0.133
0.269
0.013 19273 3.40
0.042 8566
5.42
0086-512-8885-8888
0.117 4818
6.16
0.265 3084
6.63
2141
6.78
1573
6.9
1205
7.05
952
7.15
771
7.18
637
7.2
535
7.22
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
23
1.5"
0.52"
5.32
I 15-50-ADA
I Bearing Bar
1.5" Thick
50% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.001
0.003
0.005
0.009
0.013
0.020
0.028
0.039
0.051
0.066
0.001
0.003
0.006
0.010
0.017
0.027
0.040
0.056
0.077
0.102
0.132
0.002
0.004
0.009
0.016
0.026
0.040
0.060
0.085
0.116
0.153
0.198
0.002
0.006
0.012
0.021
0.035
0.054
0.079
0.113
0.154
0.204
0.264
0.003
0.007
0.015
0.026
0.043
0.067
0.099
0.141
0.193
0.256
0.331
0.006
0.014
0.029
0.052
0.086
0.134
0.199
0.282
0.385
0.511
0.011
0.028
0.058
0.104
0.173
0.269
0.397
0.022
0.056
0.116
0.208
0.346
A = 5.15 in2
I = 1.14 in4
S = 1.52 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
12052 3.26
8035
4.32
6026
4.96
4821
5.42
4017
5.62
3444
5.74
3013
5.80
2678
5.82
2410
5.84
2191
5.86
2009
5.88
Span
I 15-40-ADA
I Bearing Bar
1.5" Thick
40% Open
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.000
0.001
0.004
0.008
0.016
0.029
0.050
0.079
0.120
0.176
0.248
0.001
0.003
0.007
0.016
0.032
0.059
0.099
0.159
0.241
0.351
0.496
0.001
0.004
0.011
0.024
0.049
0.088
0.149
0.238
0.361
0.001
0.005
0.015
0.032
0.065
0.118
0.199
0.317
0.482
0.002
0.007
0.018
0.041
0.081
0.147
0.248
0.396
0.003
0.013
0.036
0.081
0.162
0.294
0.007
0.026
0.073
0.162
0.324
0.014
0.053
0.145
0.324
Max Apparent
x 10^6
Load EI(lb-in
2
)
15427 3.26
6856
4.32
3857
4.96
2468
5.42
1714
5.62
1259
5.74
964
5.8
762
5.82
617
5.84
510
5.86
429
5.88
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
19
1.5"
0.63"
4.64
I 15-60-ADA
I Bearing Bar
1.5" Thick
60% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.001
0.002
0.003
0.006
0.011
0.017
0.025
0.035
0.048
0.063
0.082
0.001
0.003
0.007
0.013
0.021
0.033
0.049
0.070
0.095
0.126
0.163
0.002
0.005
0.010
0.019
0.032
0.050
0.074
0.105
0.143
0.190
0.245
0.003
0.007
0.014
0.025
0.042
0.067
0.099
0.140
0.191
0.253
0.327
0.003
0.008
0.017
0.032
0.053
0.083
0.124
0.174
0.238
0.316
0.408
0.006
0.017
0.035
0.063
0.106
0.166
0.247
0.349
0.477
0.013
0.034
0.069
0.126
0.212
0.333
0.494
0.026
0.068
0.139
0.253
0.424
A = 4.07 in2
I = 0.90 in4
S = 1.20 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
10046 2.80
6697
3.60
5023
4.15
4018
4.45
3349
4.58
2870
4.64
2511
4.66
2232
4.70
2009
4.72
1826
4.74
1674
4.76
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
0.000
0.002
0.004
0.010
0.020
0.036
0.062
0.098
0.149
0.217
0.306
0.001
0.003
0.009
0.020
0.040
0.073
0.124
0.196
0.298
0.434
0.612
0.001
0.005
0.013
0.030
0.060
0.109
0.185
0.294
0.447
0.002
0.006
0.017
0.040
0.080
0.146
0.247
0.393
0.002
0.008
0.022
0.049
0.099
0.182
0.309
0.491
0.004
0.016
0.043
0.099
0.199
0.364
0.008
0.032
0.087
0.198
0.398
0.016
0.063
0.173
0.395
Max Apparent
x 10^6
Load EI(lb-in
2
)
12858 2.80
5715
3.60
3215
4.15
2057
4.45
1429
4.58
1050
4.64
804
4.66
635
4.7
514
4.72
425
4.74
357
4.76
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
15
1.5"
0.78"
3.74
21
I 30-40-ADA
I Bearing Bar
3" Thick
40% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
<0.001
<0.001
0.001
0.002
0.003
0.003
0.004
0.006
0.007
<0.001
<0.001
0.001
0.002
0.003
0.004
0.005
0.007
0.009
0.012
0.015
<0.001
<0.001
0.002
0.003
0.004
0.006
0.008
0.010
0.013
0.017
0.022
<0.001
0.001
0.002
0.003
0.005
0.007
0.010
0.014
0.018
0.023
0.030
<0.001
0.002
0.003
0.004
0.006
0.009
0.013
0.017
0.022
0.029
0.037
0.001
0.003
0.005
0.009
0.013
0.018
0.025
0.034
0.045
0.058
0.074
0.003
0.006
0.011
0.017
0.026
0.037
0.051
0.068
0.090
0.116
0.148
0.006
0.012
0.021
0.034
0.051
0.073
0.101
0.136
0.179
0.232
0.296
A = 14.44 in2
I = 13.76 in4
S = 9.18 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
59580 12.45
39720 19.96
29790 26.81
23832 32.86
19860 37.90
17023 42.09
14895 45.51
13240 48.27
11916 50.22
10833 51.62
9930 52.62
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
<0.001
0.001
0.002
0.004
0.006
0.010
0.014
0.020
0.028
<0.001
<0.001
0.001
0.003
0.005
0.008
0.013
0.019
0.028
0.040
0.055
<0.001
<0.001
0.002
0.004
0.007
0.012
0.019
0.029
0.042
0.060
0.083
<0.001
0.001
0.003
0.005
0.010
0.016
0.025
0.038
0.056
0.080
0.111
<0.001
0.001
0.003
0.007
0.012
0.020
0.032
0.048
0.070
0.100
0.139
0.001
0.003
0.007
0.013
0.024
0.040
0.063
0.096
0.140
0.199
0.277
0.002
0.006
0.013
0.027
0.048
0.080
0.127
0.191
0.280
0.399
0.554
0.004
0.011
0.027
0.053
0.096
0.160
0.253
0.382
0.560
Max Apparent
x 10^6
Load EI(lb-in
2
)
76262 12.45
33894 19.96
19066 26.81
12202 32.86
8474
37.9
6226 42.09
4766 45.51
3766 48.27
3050 50.22
2521 51.62
2118 52.62
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
12
3"
1"
12.28
I 30-50
I Bearing Bar
3" Thick
50% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
<0.001
0.001
0.002
0.002
0.003
0.004
0.005
0.007
0.008
<0.001
<0.001
0.001
0.002
0.003
0.004
0.006
0.008
0.010
0.013
0.017
<0.001
0.001
0.002
0.003
0.005
0.006
0.009
0.011
0.015
0.020
0.025
<0.001
0.002
0.003
0.004
0.006
0.008
0.011
0.015
0.020
0.026
0.033
0.001
0.002
0.003
0.005
0.008
0.011
0.014
0.019
0.025
0.033
0.041
0.002
0.004
0.007
0.010
0.015
0.021
0.029
0.038
0.050
0.065
0.083
0.004
0.008
0.014
0.021
0.030
0.042
0.057
0.076
0.100
0.130
0.165
0.008
0.016
0.027
0.042
0.060
0.084
0.115
0.153
0.201
0.260
0.331
Max Apparent
x 10^6
Load EI(lb-in
2
)
46720 8.56
31147 15.02
23360 21.12
18688 26.84
15573 32.25
13349 36.75
11680 40.14
10382 43.00
9344 44.86
8495 46.00
7787 47.00
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
<0.001
0.002
0.003
0.005
0.007
0.011
0.016
0.022
0.031
<0.001
<0.001
0.002
0.003
0.006
0.009
0.014
0.021
0.031
0.045
0.062
<0.001
0.001
0.003
0.005
0.008
0.014
0.022
0.032
0.047
0.067
0.093
<0.001
0.002
0.003
0.007
0.011
0.018
0.029
0.043
0.063
0.090
0.124
<0.001
0.002
0.004
0.008
0.014
0.023
0.036
0.054
0.078
0.112
0.155
0.001
0.004
0.009
0.016
0.028
0.046
0.072
0.107
0.157
0.224
0.310
0.003
0.008
0.017
0.033
0.057
0.092
0.143
0.215
0.313
0.448
0.620
0.005
0.015
0.034
0.065
0.113
0.184
0.287
0.429
0.627
Max Apparent
x 10^6
Load EI(lb-in
2
)
59802 8.56
26578 15.02
14950 21.12
9568 26.84
6645 32.25
4882 36.75
3738 40.14
2953 43.00
2392 44.86
1977 46.00
1661 47.00
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
3
10
3"
1.2"
10.34
Max Apparent
x 10^6
Load EI(lb-in
2
)
34635 6.85
23090 11.68
17318 16.68
13854 20.78
11545 25.24
9896 29.42
8659 32.70
7697 35.00
6927 36.30
6297 37.40
5773 38.30
A = 12.04 in
2
I = 11.47 in
4
S = 7.65 in
I 30-60
I Bearing Bar
3" Thick
60% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
<0.001
0.001
0.002
0.003
0.004
0.005
0.006
0.008
0.010
<0.001
0.001
0.002
0.003
0.004
0.005
0.007
0.009
0.012
0.016
0.020
<0.001
0.002
0.003
0.004
0.006
0.008
0.011
0.014
0.019
0.024
0.030
0.001
0.002
0.003
0.005
0.008
0.010
0.014
0.019
0.025
0.032
0.041
0.001
0.003
0.004
0.007
0.010
0.013
0.018
0.023
0.031
0.040
0.051
0.003
0.005
0.009
0.014
0.019
0.026
0.035
0.047
0.062
0.080
0.102
0.005
0.010
0.017
0.027
0.039
0.052
0.070
0.094
0.124
0.160
0.203
0.011
0.021
0.035
0.054
0.077
0.105
0.141
0.187
0.248
0.320
0.406
A = 9.63 in2
22
I = 9.18 in4
S = 6.12 in3
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
0.001
0.002
0.004
0.006
0.009
0.013
0.019
0.028
0.038
<0.001
0.001
0.002
0.004
0.007
0.011
0.018
0.026
0.039
0.055
0.076
<0.001
0.001
0.003
0.006
0.011
0.017
0.026
0.040
0.058
0.083
0.114
<0.001
0.002
0.004
0.008
0.014
0.023
0.035
0.053
0.077
0.110
0.152
<0.001
0.002
0.005
0.011
0.018
0.029
0.044
0.066
0.097
0.138
0.190
0.002
0.005
0.011
0.021
0.036
0.057
0.088
0.132
0.194
0.275
0.381
0.003
0.010
0.022
0.042
0.072
0.115
0.176
0.264
0.387
0.551
0.007
0.020
0.043
0.085
0.144
0.230
0.352
0.527
Max Apparent
x 10^6
Load EI(lb-in
2
)
44333 6.85
19703 11.68
11083 16.68
7093 20.78
4926 25.24
3619 29.42
2771 32.70
2189 35.00
1773 36.30
1466 37.40
1231 38.30
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
8
3"
1.5"
8.40
PROGrate® Heavy Duty Pultruded Grating (HDP)
PROGrate® Heavy Duty Pultruded (HDP) grating is engineered
to carry higher loads than traditional grating. It also delivers
the same high-strength, corrosion-resistant performance as
our PROGrate® pultruded grating products. Our HDP grating is
available in 1", 1.5", 2" and 2.5" thicknesses and comes in IFR
and VFR resin systems in standard gray. Made-to-order panels are
available up to 5' wide by 20' long.
APPLICATIONS
Flooring, platforms and ramps
Storage areas
Assembly lines
Long-span walkways
Trench covers with vehicular
traffic
PROGrate® HDP grating is available
in two standard resin systems,
each providing different levels of
corrosion protection. Both resin
systems meet Class 1 Flame
Spread Rating per ASTM E-84 test
standards.
FEATURES
High strength
Corrosion resistant
Low conductivity
Fire retardant
Low maintenance
IFR: A premium-grade isophthalic
polyester resin system that provides
excellent corrosion protection.
VFR: A vinyl ester resin system
that provides the highest level of
corrosion protection.
Allowable Spans for Vehicular Loads
AASHTO Standard Truck4
32,000 lb Axle Load – Dual Wheels
(*formerly AASHTO H-20)
Automobile Traffic
5,000 lb Vehicle – 1,500 lb Load
55% Drive Axle Load
14,400 lb Vehicle – 24,400 lb Total Load
85% Drive Axle Load
85% Drive Axle Load
85% Drive Axle Load
Wheel Load (lb)
(1/2 Axle Load
+ 30% impact)
Load Distribution
Parallel
to Axle (in)
HDP
1540
HDP
1550
HDP
1560
HDP
2040
HDP
2050
HDP
2060
HDP
2540
HDP
2550
HDP
2560
20,800
20
17
14
12
23
22
20
29
27
26
2,220
8
28
27
26
37
36
35
47
45
43
13,480
11
15
14
12
22
22
20
28
27
25
8,730
7
16
14
12
23
22
21
28
27
26
3,425
4
20
20
19
27
27
25
34
34
32
Allowable Spans for Vehicular Loads NOTES :
1. Load is carried by the grating load bars immediately under wheel + two additional
load bars.
2. Allowable span is based on allowable bending stress and 0.25" deflection; other criteria
may be required by certain construction codes. Check code requirements to determine
design criteria.
Allowable Span in Inches
3.Allowable span is strongly dependent on wheel width and vehicle load
capacity. If your application varies from the values shown on this table, contact us for
assistance.
4.Load based on AASHTO LRFD bridge design Specification, 2 Ed. This does not imply that
the allowable span meets the deflection requirements of this specification.
P R O G R A T E ® H E A V Y D U T Y P ultruded G rating P roducts
23
PROGrate® Heavy Duty Pultruded Grating Load and Deflection Data
1. These tables were developed in accordance with the test method
developed by the Fiberglass Grating Manufacturers Council (FGMC) of
the American Composites Manufacturers Association (ACMA) for the
Fiberglass Grating Standard.
Concentrated Load
12”
SPAN
Uniform Load
12”
SPAN
2. The designer should not exceed MAXIMUM RECOMMENDED load at any
time. MAXIMUM LOAD represents a 2:1 factor of safety on ULTIMATE
CAPACITY. ULTIMATE CAPACITY represents MAX LOAD observed at
initial fracture.
3. Walking loads for maintenance traffic are typically a live load of 50
PSF. Deflections for worker comfort are typically limited to 0.375"
(3/8") or SPAN divided by 120 under full live load. For a firmer feel
under full live load or a line load 250 lbs/ft of width, limit deflections
to 0.25" (1/4") or SPAN divided by 200.
4. The loads represented are for STATIC LOAD CONDITIONS at ambient
temperature. Deflections for impact loads or dynamic loads will
MULTIPLY the deflections shown by 2. Long term loads will result in
added deflection due to creep in the material and will require higher
factors of safety to ensure acceptable performance.
5. Deflections are limited to 0.5" (1/2") as recommended by the
Fiberglass Grating Manufacturers Council of the American Composites
Manufacturers Association.
HD 10-40
HD Bearing Bar
1" Thick
40% Open
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
0.002
0.003
0.006
0.010
0.016
0.025
0.037
0.052
0.070
0.003
0.007
0.012
0.020
0.033
0.050
0.073
0.103
0.141
0.005
0.010
0.018
0.030
0.049
0.075
0.110
0.155
0.211
0.007
0.013
0.024
0.040
0.065
0.100
0.146
0.206
0.281
0.008
0.016
0.030
0.050
0.081
0.125
0.183
0.258
0.352
0.017
0.033
0.059
0.101
0.163
0.249
0.366
0.516
0.034
0.065
0.118
0.201
0.326
0.498
0.068
0.130
0.236
0.403
0.652
A = 7.20 in2
24
I = 0.60 in4
S = 1.20 in3
Max Apparent
x 10^6
Load EI(lb-in
2
)
11275 1.06
7517
1.87
5637
2.44
4510
2.79
3758
2.98
3221
3.10
2819
3.15
2506
3.18
2255
3.20
Span
(inches)
50
100
150
200
250
500
1000
2000
12
18
24
30
36
42
48
54
60
0.001
0.003
0.007
0.016
0.031
0.054
0.091
0.145
0.220
0.002
0.006
0.015
0.031
0.061
0.109
0.183
0.290
0.439
0.003
0.009
0.022
0.047
0.092
0.163
0.274
0.435
0.659
0.004
0.012
0.030
0.063
0.122
0.218
0.366
0.580
0.005
0.015
0.037
0.079
0.153
0.272
0.457
0.011
0.030
0.074
0.157
0.306
0.545
0.021
0.061
0.148
0.315
0.611
0.042
0.122
0.295
0.629
Max Apparent
x 10^6
Load EI(lb-in
2
)
9020
1.06
6013
1.87
4510
2.44
3608
2.79
2506
2.98
1841
3.10
1409
3.15
1114
3.18
902
3.20
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
12
1"
1"
5.84
HD 10-50
HD Bearing Bar
1" Thick
50% Open
HD Bar HDPI-1050
HD Bar HDPI-1050
HD Bar HDPI-1050
HD Bar HDPI-1050
2
Apparent Properties per Foot of Width
Apparent
UNIFORM
in lbs/ft
# ofLOAD
Bars
Load Bar Depth BarMax
Centers
Opening
Engineering
Max
Span
EI x 10^6
EI x 10^6
(inches)
Load
Load
2
150
200
250
500
1000 2000
504
100S=1.00
150in3 200
250
500
1000 2000
(lb-in2)
A=6.00(lb-in
in 2 )
I=0.50 in
1.2”
50%
10
1”
0.006
0.008 HDPI-1050
0.010 0.020 0.040 0.080 9318
0.90
12 0.001 0.002Full
0.004
0.0055’ 0.006
HD Bar
Size:
x 20’ 0.012 0.025 0.050 7455 0.90
0.011 0.014 0.018 0.036 0.072 0.144 6216
1.69
18 0.003 0.007 0.010 0.013 0.017 0.034 0.067 0.135 4970
1.69
0.020 0.026 0.033 0.066 0.132 0.264 4659
2.18
24 0.008 0.017 0.025 0.033 0.041 0.083 0.165 0.330 3727
2.18
Bars
Load
Depth
Centers
0.035
0.046 Properties
0.058 0.116per0.232
0.465
3727# of2.42
30 Bar
0.018
0.036Bar0.054
0.073Opening
0.091 0.182 0.363
2982
2.42
Engineering
Foot of
Width
A=6.00
in 2
I=0.50
in 4
S=1.00
in3 0.142 10 0.178 0.356 1”
0.057 0.076
0.095 0.190 4 0.380
3106
2.56
36 0.036
0.071
0.107
2071
2.56
1.2”
50%
2
3
A=6.00 in
I=0.50 in
S=1.00 in
1.2”
50%
10
Full
HD Bar
HDPI-1060
0.089 0.119 0.148 0.297 0.594
2662
2.60
42 1” 0.065 0.130 0.195 0.260 0.325 0.649
1521Size:
2.605’ x 20’
0.131 0.175 0.219 0.438
2330
2.63
48 0.109 0.219 0.328 0.438 0.547
1165
2.63
0.186 0.248 0.309 0.619
2071
2.65
54 0.174 0.348 0.522 0.696
920
2.65
Load Bar Depth Bar 745
Centers
Engineering
per Foot
of Width # of Bars
0.253 0.337 0.421
1864
2.67 Properties
60 0.263
0.527
2.67Opening
50
100
12
18
24
30
36
42
48
54
60
0.002
0.004
0.007
0.012
0.019
0.030
0.044
0.062
0.084
0.004
0.007
0.013
0.023
0.038
0.059
0.088
0.124
0.169
A=6.00 in 2
I=0.50 in 4
Properties
Per Foot
of Width
HD Bar
HDPI-1060
A = 6.00 in2
I = 0.50 in4
S=1.00 in3
2
10
A=6.00
HD in
Bar
S = 1.00 in3
HD 10-60
HD Bearing Bar
1" Thick
60% Open
HDPI-1060
I=0.50 in 4
# of Bars
S=1.00 in3HD
Load Bar Depth
1.2”Size:
Full
x 20’
Weight/sq
ft 5’ 50%
4.94
Bar Centers Opening
Full1.2”Size: 5’ x50%20’
10 HDPI-1060
Bar
1”
HD Bar HDPI-1060
50%
10
HDPI-1060 Load Bar Depth
# of Bars
Centers1”
Full Size: 5’ xBar
20’
10
1"
1.2"
HD Bar
A=6.00
in 2
1.2”
S=1.00
in3
1” in 4
I=0.50
A=4.80 in
2
I=0.40 in
4
S=0.80 in
3
# of Bars
Load Bar Depth
8
Bar Centers Opening
1 1/2”
1”
(inches)
50
100
12
18
24
30
36
42
48
54
60
0.003
0.004
0.008
0.014
0.023
0.036
0.053
0.075
0.102
0.005
0.009
0.016
0.028
0.046
0.072
0.107
0.150
0.205
HD Bar
HDPI-1540
Properties
Per
of I=0.40
Width in4
2 Foot
A=4.80 in
2
A = 4.80 inApprox.
I = 0.40
in4 9.13
S =lbs/sf
0.80 in3
Weight:
S=0.80 in3HD
Size: 5’ xBar20’
#8 of Bars
Load BarFull
Depth
Centers
Bar
HDPI-1540
1 1/2”
60%
1”
8
1"
2
HD Bar HDPI-1540
A=10.80 in
I=2.03 in
4
S=2.71 in
Weight/sq
ft 5’ x 20’
Full Size:
4.05
1.5"
HD 15-40
HD Bearing Bar
1.5" Thick
40% Open
3
# of Bars
Load Bar Depth
12
Bar Centers Opening
1”
1 1/2”
# of Bars
Load Bar Depth
Suzhou
GratingProperties
Co., Ltd. per Foot of Width
www.szgrating.com
Engineering
A=10.80 in2
I=2.03 in 4
2
A=10.80 in
S=2.71 in3
12
I=2.03 in
1 1/2”
4
S=2.71 in
1”
3
12
1”
1 1/2”
40%
(inches)
50
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
0.001
0.003
0.004
0.007
0.010
0.013
0.018
0.024
0.031
EI x 10^6
4
3
(inches)
A=10.80
in2
1”
4
12
1 1/2”
100
150
200
250 I=2.03
500in 1000 S=2.71
2000 inLoad
100S=2.71
150
250
5001 1/2”
1000
A=10.80(lb-in
in2 2)
I=2.03
in50
in3 200 12 40%
<0.001 0.001 0.001 0.002 0.003 0.007 0.013 25696 5.40
12 <0.001 <0.001 <0.001 <0.001 0.001 0.002 0.004
0.001 0.002 0.003 0.003 0.007 0.014 0.027 17130 8.84
18 <0.001 0.001 0.002 0.003 0.003 0.006 0.013
Co., Ltd.
www.szgrating.com
0086-512-8885-8888
0.003 Suzhou
0.004 Grating
0.005 0.007
0.014 0.027 0.055Suzhou
12848 Grating
10.56
0.007 0.009 0.017 0.034
Co.,24Ltd. 0.002 0.003 0.005
www.szgrating.com
0.005 0.008
0.010 Properties
0.013 0.025per0.050
0.101
10278# of11.17
30 Bar
0.004
0.008Bar0.012
0.016Opening
0.020 0.039 0.079
Bars
Load
Depth
Centers
Engineering
Foot of
Width
0.008 0.013 0.017
0.021 0.042 4 0.084 0.168 8565
11.55
36 0.008 0.016 0.024 0.032 0.039 0.079 0.158
A=10.80 in2
I=2.03 in
S=2.71 in3
1”
40%
12
0.013 0.020 0.026 0.033 0.066 0.131 0.262 7342 11.78
421 1/2”
0.014 0.029 0.043
0.057 0.072
0.143 0.287
0.019 0.029 0.038 0.048 0.095 0.191 0.381 6424 12.09
48 0.024 0.048 0.071 0.095 0.119 0.238 0.477
0.027 0.040 0.054 0.067 0.134 0.268 0.536 5710 12.25
54 0.038 0.075 0.113 0.151 0.188 0.377
Co., Ltd.
www.szgrating.com
0086-512-8885-8888
0.036 Suzhou
0.054 Grating
0.072 0.090
0.181 0.362
5139 12.43
60 0.057 0.113 0.170
0.226 0.283 0.565
0.048 0.072 0.096 0.120 0.240 0.480
4672 12.49
66 0.082 0.165 0.247 0.330 0.412
0.062 0.093 0.124 0.155 0.311 0.621
4283 12.52
72 0.116 0.233 0.349 0.466 0.582
A = 10.80 in2
I = 2.03 in4
S = 2.71 in3
40%
Bar Centers
Opening
0086-512-8885-8888
Suzhou
www.szgrating.com
# ofGrating
Bars Co.,
LoadLtd.
Bar Depth Bar Centers
Opening
Engineering
Properties
per Foot of Width
2 Bar Depth
Suzhou
Grating
Ltd.
www.szgrating.com
0086-512-8885-8888
# ofLOAD
Barsin lbs/ft
Load
Engineering
CONCENTRATED
LOAD Co.,
in lbs/ft
of width
UNIFORM
Max Apparent Properties
Span per Foot of Width
Span
60%
2
Apparent Properties per Foot of Width
Apparent
# ofLOAD
Bars
UNIFORM
in lbs/ft
Load
Bar Depth BarMax
Centers
Opening
Engineering
Span Bar Depth Bar Centers
Load
Opening
Engineering Properties per Foot of WidthMax # of
EI x Bars
10^6
x 10^6
(inches)
Load EI(lb-in
2
2 2)
4
3
150
200
250
500
1000 2000 Load
50
100
150
200
250
500
1000
2000
(lb-in
)
A=4.80 in
I=0.40 in
S=0.80 in
1 1/2”
60%
8
1”
A=4.80 in 2
I=0.40 in 4
S=0.80 in3 HD Bar
1 1/2” 0.006 0.008
60%
8
HDPI-1540
0.008 0.010 0.013 0.025 0.050 0.100 7548
0.72
12 1”0.002 0.003 0.005
0.016 0.031 0.062 Full
6037Size:
0.72 5’ x 20’
0.013 0.017 0.021 0.043 0.086 0.171 5032
1.42
18 0.004 0.008 0.012 0.016 0.020 0.040 0.080 0.160 4025
1.42
0.024 0.032 0.040 0.079 0.158 0.316 3774
1.82
24 0.010 0.020 0.030 0.040 0.049 0.099 0.198 0.396 3018
1.82
# of Bars
Engineering
Foot of
Width
0.043
0.057 Properties
0.071 0.142per0.284
0.568
3019
1.98 Properties
30 0.022
0.044
0.067 0.089
0.111 Load
0.222 Bar
0.444
1.98Opening
# of Bars
Depth Bar2415
Centers
Engineering
per Foot
of Width
2
4 0.463
3
0.069
0.093
0.116
0.231
2516
2.10
36 1”0.043
0.087 0.130
0.174 0.217
0.434
1677
2.10
A=4.80 in
I=0.40 in
S=0.80 in
1
1/2”
60%
8
2
4
3
A=4.80
I=0.40 in
S=0.80 in
Full
Size:
x 20’
HD in
Bar
11232
1/2”
1”
0.108
0.144 HDPI-1540
0.180 0.361
2156
2.14 HDPI-1540
42 0.079 0.158Full
0.237Size:
0.31685’ 0.394
2.14 5’60%
x 20’
HD Bar
0.160 0.213 0.267 0.533
1887
2.16
48 lbs/sf
0.133 0.267 0.400 0.533 0.667
943
2.16
Approx.
Weight: 9.13
0.225
0.300 0.374
1677
2.19
54 0.211 0.421 0.632
745
2.19
0.307 0.409 0.511
1510
2.20
60 0.320 0.639
604
2.20
Span
Span
(inches)
40%
0086-512-8885-8888
Apparent
Centers
Opening
Max
22 BarLoad
EI x 10^6
2000
0.008
0.026
0.068
0.157
0.316
0.573
22
22
(lb-in2) 40%
1”
29744 5.40
19830 8.84
14872
10.56
0086-512-8885-8888
11898 11.17
8362 11.55
6070 11.78
4648 12.09
3672 12.25
2974 12.43
2458 12.49
2066 12.52
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
12
1.5"
1"
9.13
P R O G R A T E ® H E A V Y D U T Y P u l truded G rat i n g P rodu c t s
25
HD Bar HDPI-1550
HD 15-50
HD Bearing Bar
1.5" Thick
50% Open
HD Bar HDPI-1550
# of Bars
Opening
Engineering
UNIFORM
LOAD in Load
lbs/ft2Bar Depth Bar Centers
Max EI
Max Apparent
Span
x 10^6
x 10^6
(inches) 4
2
3
Load in
Load EI(lb-in
2
I=1.60
in
S=2.25
in
2000 A=9.00
50
100
150
200
250
500
1000
2000
(lb-in
)
1.2”
10
1 1/2”
Full
Size: 5’2) x50%
20’
HD Bar HDPI-1550
0.011 0.022 21776 3.27
12 <0.001 <0.001 0.001 0.001 0.002 0.003 0.007 0.014 23452 3.27
0.017 0.035 14517 6.94
18 <0.001 0.002 0.002 0.003 0.004 0.008 0.016 0.033 15635 6.94
0.033 0.066 10888 8.71
24 0.002 0.004 0.006 0.008 0.010 0.021 0.041 0.083 11726 8.71
0.061 of 0.122
9.22 Load30
0.014 0.019
0.024 0.048 0.095 0.191 9381
9.22
# of Bars
Bar 0.005
Depth 0.010
Bar Centers
Opening
Foot
Width 8710
0.102 0.204 3 7259
9.53
36 0.010 0.019 0.029 0.038 0.048 0.096 0.191 0.382 6514
9.53
Full
Size:
5’ x 20’
HDPI-1560
S=2.25 in HD Bar
Full
Size:0.069
5’ x50%
20’ 0.174 0.347 0.695 4786 9.72
1.2”
1 1/2”0.017 0.035
0.159 0.318 6222 109.72
42
0.052
0.087
Approx. 9.97
Weight: 6.2548
lbs/sf0.029 0.058 0.087 0.115 0.144 0.289 0.577
0.231 0.462 5444
3664
9.97
0.325 0.649 4839 10.11
54 0.046 0.091 0.137 0.183 0.228 0.456
2895 10.11
0.439
4355 10.26
60 0.069 0.137 0.206 0.274 0.343 0.685
2345 10.26
0.581
3959 10.30
66 0.100 0.200 0.300 0.400 0.499
1938 10.30
3629 10.33
72 0.141 0.282
1629 10.33
Full0.424
Size:0.565
5’ x 20’
Span
(inches)
50
12
18
24
30
36
42
48
54
60
66
72
<0.001
<0.001
0.002
0.003
0.005
0.008
0.012
0.016
0.022
0.029
0.038
100
150
200
250
500
0.001 0.002 0.002 0.003 0.006
0.002 0.003 0.003 0.004 0.009
0.003 0.005 0.007 0.008 0.017
0.006 Engineering
0.015 0.031
per
0.010 0.015 0.020
0.025 0.051
2
4
A=9.00
in
I=1.60
in
HD Bar
0.016 0.024
0.032HDPI-1550
0.040 0.079
0.023 Approx.
0.035 0.046
0.116
Weight:0.058
7.69 lbs/sf
0.032 0.049 0.065 0.081 0.162
0.044 0.066 0.088 0.110 0.219
0.058 0.087 0.116 0.145 0.291
0.075 0.113
0.151HDPI-1560
0.188 0.376
HD Bar
1000
Approx. Per
Weight:
lbs/sf
Properties
Foot6.25
of Width
A = 9.00 in2
I = 1.60 in4
# of Bars
Load Bar Depth
10
1.5"
S = 2.25 in3
A=9.00 in 2
I=1.60 in 4
S=2.25 in3
Load Bar Depth
10
1 1/2”
1.2"
# ofOpening
Bars Load Bar Depth
Foot of
Width
Load Bar per
Depth
Bar
Centers
Engineering Properties per Foot of WidthEngineering
A=9.00 in 2
3
in 2
S=2.25 inA=7.20
HD Bar
10
I=1.60 in 4
I=1.36 in 4
HDPI-1560
1 1/2”
S=1.81 in3
1.2”
8 50%
1 1/2”
Weight/sq ft
Bar Centers Opening
7.69
1.2”
50%
Bar Centers Opening
1 1/2”
Full
Size: 5’ x60%
20’
A=7.20
in 2
HD Bar
I=1.36 in 4
HDPI-1560
S=1.81 in3
HD 15-60
HD Bearing Bar
1.5" Thick
HD Bar HDPI-2040
60% Open
50
100
12
18
24
30
36
42
48
54
60
66
72
<0.001
0.001
0.002
0.004
0.006
0.010
0.015
0.020
0.028
0.037
0.048
0.002
0.002
0.004
0.008
0.013
0.020
0.029
0.041
0.055
0.073
0.095
150
200
250
500
Bar Centers Opening
Full
Size: 5’ x60%
20’
1 1/2”
1000
# of Bars
Opening
Engineering
Apparent
UNIFORM
LOAD in Load
lbs/ft2Bar Depth Bar Centers
Max EI
Max EI
Span
x 10^6
x 10^6
3
(inches) in 4
Load
I=1.36
S=1.81
in
50
100
150
2008
250
500
2000 1 1/2” (lb-in2) 60%
1 1/2”1000
2
Load in(lb-in
2
2000 A=7.20
)
0.002 0.003 0.004 0.008 0.015 0.030 17720 2.40
12 <0.001 <0.001 0.001 0.002 0.002 0.005
0.003 0.004 0.006 0.011 0.022 0.044 11813 5.50
18 0.001 0.002 0.003 0.004 0.005 0.010
0.006 0.008 0.010 0.021 0.042 0.083 8860
6.90
24 0.003 0.005 0.008 0.010 0.013 0.026
# ofOpening
Bars Load Bar
Engineering
Properties
Foot0.012
of
Width
# of Bars
Barper
Depth
Bar
Centers
Engineering
per Foot
Width
0.019 0.039
0.077 of 0.154
7088
7.30 Load30
0.006
0.018 0.024
0.030 0.060
2
4
3
0.019 in0.026
0.032
0.129S=1.81
0.257inA=14.4
36 in0.012 0.024
0.048
0.060 0.121
2
3 5907 in 7.55
I=4.80
S=4.800.036
in
12
2”
A=7.20
I=1.360.064
in 4
HD Bar
HDPI-2040
1 1/2”
60%
8
1 1/2”
0.030 0.040 0.050 0.100 0.200 0.401 5063
7.70
42 0.022 0.044 0.066 0.088 0.110 0.219
Approx. 7.90
Weight: 11.81
0.044 0.058 0.073 0.146 0.292 0.583 4430
48lbs/sf
0.036 0.073 0.109 0.146 0.182 0.365
0.061 0.082 0.102 0.205 0.410
3938
8.01
54 0.058 0.115 0.173 0.230 0.288 0.576
www.szgrating.com
0.138 0.277
0.554of Width 3544
8.13 Load60
0.087 0.173
0.260 0.346
0.433
# of Bars
Bar Depth
Bar Centers
Opening
Engineering
per Foot
0.110 0.147 0.183 0.367
3222
8.16
66 0.126 0.252 0.378 0.504 0.631
2
4
3
A=14.4
in0.190HDPI-2040
I=4.800.475
in
S=4.80 in 2953 128.18
Full1”
Size:0.713
5’ x40%20’
HD Bar
0.143
0.238
722” 0.178 0.356
0.535
0.009
0.021
0.052
Depth
0.120
0.241
0.438
23
23
Load Bar Depth
(inches)
# of Bars
HD Bar
HDPI-2040
8
1 1/2”
Span
2
Co.,in4Ltd.S = 1.81 in3
ASuzhou
= 7.20 inGrating
I = 1.36
# of Bars
Load Bar Depth
www.szgrating.com
8
A=14.4 in 2
23
A=14.4 in 2
I=4.80 in 4
I=4.80 in 4
S=4.80 in3
# of Bars
12
Bar Centers
1.5"0086-512-8885-8888
1.5"
26
Bar Centers
# of Bars
Load Bar Depth
2”
S=4.80 in3
# of Bars
2”
www.szgrating.com
Bar Centers Opening
1”
40%
Weight/sq ft
6.25
Load Bar Depth
12
0.019 18763 2.40
0.041 12509 5.50
0.104 9382
6.90
Bar Centers Opening
0.241 7505
7.30
0.483
1”Size:7.55
Full5212
5’ x40%20’
3829
7.70
2932
7.90
2317
8.01
0086-512-8885-8888
1878
8.13
1551
8.16
1303
8.18
Bar Centers Opening
1”
40%
0086-512-8885-8888
A=7.20 in 2
A=7.20 in 2
I=1.36 in 4
S=1.81 in3
I=1.36 in 4
# of Bars
S=1.81 in3
Load Bar Depth
8
1 1/2”
1 1/2”
60%
Bar Centers Opening
HD Bar
HDPI-2040
8
1 1/2”
1 1/2”
60%
HD Bar HDPI-2040
# of Bars
Engineering
Properties per Foot of Width
Apparent
UNIFORM
LOAD in Load
lbs/ft2Bar
Max EI
Span
x 10^6
2
3
(inches) in 4
Load
2
A=14.4
in
I=4.80
S=4.80
in
1000 2000
50
100
150
20012 250
5002”
(lb-in )
0.005 0.010 48090 6.92
12 <0.001 <0.001 <0.001 <0.001 <0.001 0.002
0.009 0.019 32060 12.80
18 <0.001 <0.001 0.001 0.002 0.002 0.004
0.017 Suzhou
0.034 24045
16.80
0.004 0.005 0.011
Grating
Co., Ltd.24 0.001 0.002 0.003
www.szgrating.com
# of Bars
Bar Depth
Bar Centers
Opening
Foot
Width 19236
0.029of 0.058
19.50 Load 30
0.002 0.005
0.007 0.009
0.011 0.023
0.045S=4.80
0.090in316030 21.60
36 0.004 0.008 0.013 0.017 40%
0.021 0.042
12
2”
1”
0.067 0.134 13740 23.00
42 0.007 0.015 0.022 0.029 0.037 0.073
0.096 0.193 12023 23.90
48 0.012 0.024 0.036 0.048 0.060 0.120
0.135 0.270 10687 24.34
54 0.019 0.038 0.057 0.076 0.095 0.189
0.182 0.365 www.szgrating.com
9618 24.69
60 0.028 0.057 0086-512-8885-8888
0.085 0.114 0.142 0.285
0.240 0.479 8744 25.00
66 0.041 0.082 0.124 0.165 0.206 0.412
0.307 0.614 8015 25.33
72 0.058 0.115 0.173 0.230 0.288 0.576
0.389
7398 25.40
78 0.079 0.158 0.237 0.316 0.395
0.482
6870 25.60
84 0.106 0.211 0.317 0.422 0.528
Span
(inches)
50
12
18
24
30
36
42
48
54
60
66
72
78
84
<0.001
<0.001
<0.001
0.001
0.002
0.003
0.005
0.007
0.009
0.012
0.015
0.019
0.024
23
100
150
200
250
500
<0.001 <0.001 0.001 0.001 0.003
<0.001 0.001 0.002 0.002 0.005
0.002 0.003 0.003 0.004 0.009
per
0.003 Engineering
0.007 0.014
2
0.005 A=14.4
0.007 in0.009
0.011
I=4.800.023
in 4
0.007 0.010 0.013 0.017 0.034
0.010 0.014 0.019 0.024 0.048
0.013 0.020 0.027 0.034 0.067
Suzhou
Grating
Co.,0.046
Ltd. 0.091
0.018 0.027
0.036
0.024 0.036 0.048 0.060 0.120
0.031 0.046 0.061 0.077 0.154
0.039 0.058 0.078 0.097 0.195
0.048 0.072 0.096 0.121 0.241
23
A = 14.4 in2
I = 4.80 in4
Depth
1000
0.003
0.009
0.021
0.045
0.084
0.147
0.241
0.379
0.570
Bar Centers
Opening
Apparent
Max EI
x 10^6
Load
2000 1”
(lb-in2) 40%
0.007 24623 6.92
0.018 16415 12.80
0.043 0086-512-8885-8888
12311 16.80
0.090 9849 19.50
0.169 6840 21.60
0.294 5025 23.00
0.482 3847 23.90
3040 24.34
2462 24.69
2035 25.00
1710 25.33
1457 25.40
1256 25.60
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
12
2"
1"
11.81
S = 4.80 in3
HD 20-40
HD Bearing Bar
2" Thick
40% Open
HD Bar HDPI-2050
HD Bar HDPI-2050
HD 20-50
HD Bearing Bar
2" Thick
50% Open
# of Bars
Engineering
UNIFORM
LOAD in Load
lbs/ft2Bar Depth
Max EI
Span
x
10^6
2
4
3
(inches) in
Load in(lb-in2)
I=4.00
S=4.00 150
in
1000 2000 A=12.0
50
100
200
250
500
10
2” 1000
0.007 0.014 43449 5.14
12 <0.001 <0.001 <0.001 <0.001 0.001 0.002 0.004
0.013 0.027 28966 9.10
18 <0.001 0.001 0.002 0.003 0.003 0.006 0.013
0.022 0.045 21725 12.90
24 0.001 0.003 0.004 0.006 0.007 0.014 0.028
# of Bars
Bar Depth
Bar Centers
Opening
Foot
Width 17380
0.035of 0.069
16.20 Load 30
0.003 0.005
0.008 0.011
0.014 0.027 0.054
0.052S=4.00
0.103in3 14483 18.83
36 0.005 0.010 0.015 0.019 0.024 0.048 0.097
1.2”
50%
10
HD Bar
HDPI-2060
2”
0.077 0.154 12414 20.10
42 0.008 0.017 0.025 0.034 0.042 0.084 0.168
Approx. 20.67
Weight: 8.03 48
lbs/sf0.014 0.028 0.042 0.056 0.070 0.139 0.279
0.111 0.223 10862
0.158 0.315 9655 20.80
54 0.022 0.044 0.067 0.089 0.111 0.222 0.444
0.214 0.428 8690 21.02
60 0.033 0.067 0.100 0.134 0.167 0.334 0.669
0.284 0.569 7900 21.06
66 0.049 0.098 0.147 0.196 0.244 0.489
Full0.207
Size:0.276
5’ x 0.345
20’ 0.690
0.368
7142 21.12
72 0.069 0.138
0.466
6684 21.20
78 0.095 0.189 0.284 0.379 0.474
0.580
6207 21.30
84 0.127 0.254 0.380 0.507 0.634
Span
(inches)
50
12
18
24
30
36
42
48
54
60
66
72
78
84
<0.001
<0.001
0.001
0.002
0.003
0.004
0.006
0.008
0.011
0.014
0.018
0.023
0.029
100
150
200
250
500
<0.001 0.001 0.001 0.002 0.004
0.001 0.002 0.003 0.003 0.007
0.002 0.003 0.004 0.006 0.011
per
0.003 Engineering
0.009 0.017
0.005 A=12.0
0.008 in 20.010 0.013
I=4.000.026
in 4
0.008 0.012 0.015 0.019 0.038
0.011 0.017 0.022 0.028 0.056
0.016 0.024 0.032 0.039 0.079
0.021 0.032 0.043 0.054 0.107
0.028 0.043 0.057 0.071 0.142
HDPI-2060
0.037 HD
0.055Bar
0.074
0.092 0.184
0.047 0.070 0.093 0.117 0.233
0.058 0.087 0.116 0.145 0.290
A = 12.0 in2
I = 4.00 in4
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
10
2"
1.2"
9.92
S = 4.00 in3
A=9.60 in 2
A=9.60 in 2
I=3.20 in 4
S=3.20 in3
Bar Centers
Opening
Apparent
Max EI
x
10^6
Load (lb-in2) 50%
2000 1.2”
0.009 22248 5.14
0.025 14832 9.10
0.056 11124 12.90
0.109 8899 16.20
0.194 6180 18.83
0.336 4540 20.10
0.557 3476 20.67
2747 20.80
2225 21.02
1839 21.06
1545 21.12
1316 21.20
1135 21.30
# of Bars
I=3.20 in 4
Load Bar Depth
S=3.20 in3
# of Bars
8
Bar Centers Opening
Load Bar Depth
2”
Bar Centers Opening
1 1/2”
60%
P R O G R A T E1®1/2”
H E A V Y D U60%
T Y P u l truded G rat i n g P rodu c t s
HD Bar
HDPI-2540
8
2”
27
A=12.0 in
2
I=4.00 in
4
S=4.00 in
3
9.92
lbs/sf
#Approx.
of BarsWeight:
Load
Bar
Depth
10
2”
HD Bar
HDPI-2060
Bar Centers Opening
1.2”
50%
HD Bar HDPI-2050
HD Bar HDPI-2060
HD 20-60
HD Bearing Bar
2" Thick
60% Open
Span
(inches)
12
18
24
30
36
42
48
54
60
66
72
78
84
A=12.0 in
2
I=4.00 in
4
S=4.00 in
# of Bars
3
Load Bar Depth
10
# of Bars
Engineering
Properties per Foot of WidthUNIFORM
2
Apparent
LOAD inLoad
lbs/ftBar
Max EI
Span
2 x 10^6
4
3
(inches)
Load
I=3.20 in 50
S=3.20
in
8
2”
50
100
150
200
250
500
1000 2000 A=9.60 in (lb-in2)
100
150
200
250
500
<0.001 0.001 0.002 0.002 0.003 0.005 0.010 0.020 37380 3.56
12 <0.001 <0.001 <0.001 0.001 0.001 0.002
# HD
of Bars
Load Bar
Bar Centers
Opening
Properties
per Foot
of Width
<0.001 0.001Engineering
0.002 0.003
0.004 0.007
0.015
0.029 24920
8.30 HDPI-2060
18 Depth
<0.001 0.001
0.002 0.003
0.003 0.007
Bar
2 0.005
4
3 18690
0.001 0.002A=12.0
0.004
0.006
0.012
0.023
0.047
12.30
24 0.001 0.003 0.004 0.006 0.007 0.014
in
I=4.00 in
S=4.00 in
1.2”
50%
10
2”
8.03
lbs/sf
#Approx.
of BarsWeight:
Load
Bar
Depth Bar Centers Opening
per Foot
0.002 0.004Engineering
0.010 0.019
0.038of Width
0.077 14952 14.70
30 0.003 0.006 0.009 0.012 0.015 0.030
0.003 0.006A=9.60
0.009in 2 0.012 0.015
0.060
0.119
12460Bar
16.30
36
0.017 0.02260%0.028 0.056
I=3.20 0.030
in 4
S=3.20
in3 HD
HDPI-2540
8
2” 0.006 0.0111 1/2”
0.005 0.009 0.014 0.018 0.023 0.045 0.090 0.181 10680 17.10
42 0.010 0.020 0.030 0.039 0.049 0.099
lbs/sf0.016 0.033 0.049 0.065 0.082 0.164
0.007 0.013 0.020 0.026 0.033 0.065 0.131 0.262 Approx.
9345 Weight:
17.60 14.4848
0.009 0.019 0.028 0.037 0.046 0.093 0.185 0.371 8307 17.70
54 0.026 0.052 0.078 0.104 0.130 0.261
Full Size:
Size:0.158
5’xx 20’
20’
Full
5’
Bar0.051
HDPI-2060
0.013 0.025 HD
0.038
0.063 0.127 0.253 0.506 7476 17.78
60 0.040 0.079
0.119
0.198 0.395
0.017 0.033 0.050 0.067 0.084 0.167 0.335 0.670 6796 17.88
66 0.058 0.115 0.173 0.230 0.288 0.576
Approx.
Weight:
8.03 lbs/sf
HDPI-2540
0.022 0.043 HD
0.065Bar
0.086
0.108 0.216 0.432
6230 18.02
72 0.081 0.162 0.243 0.324 0.405
0.027 0.055 Approx.
0.082 Weight:
0.109 0.137
0.273 0.546
5751 18.10
78 0.111 0.222 0.333 0.444 0.555
14.48 lbs/sf
0.034 0.068 0.102 0.136 0.170 0.339 0.678
5340 18.20
84 0.148 0.297 0.445 0.594
A = 9.60 in2
I = 3.20 in4
# of Bars
Load Bar Depth
8
2"
S = 3.20 in3
A=9.60 in
2
I=3.20 in
4
S=3.20 in
3
A=18.00 in2
I=9.38 in 4
# HD
of Bars
Load Bar Depth
Bar HDPI-2540
4
A=9.60
in 2
I=3.20 inper
in3
Engineering
Properties
FootS=3.20
of Width
A=18.00 in2
I=9.38 in 4
S=7.50 in3
S=7.50 in3
14.48
2”
#Approx.
of8 BarsWeight:
Load
Barlbs/sf
Depth
12
2 1/2”
Depth
1000
0.005
0.014
0.028
0.060
0.112
0.197
0.327
0.521
Bar Centers
# of Bars
# of Bars
Load Bar Depth
12
Weight/sq ft
Bar Centers Opening
8.03
1 1/2”
2”
50%
Bar CentersApparent
Opening
Max EI x 10^6
Load
2000 1 1/2”
(lb-in2)60%
0.010 19140 4.56
0.027Full
12760
8.345’ x 20’
Size:
0.057
Full 9570
Size:12.70
5’ x 20’
0.120 7656 14.70
0.224 5317 16.30
0.395 3906 17.10
0.655 2991 17.60
2363 17.70
1914 17.78
1582 17.88
1329 18.02
1133 18.10
977
18.20
Load Bar Depth
1.5"
8
Bar Centers Opening
1.2”
2”
60%
Bar Centers Opening
1” Size: 5’
40%
Full
x 20’
2 1/2”
Bar Centers Opening
www.szgrating.com
0086-512-8885-8888
1 1/2”
60%
Bar
Centers Opening
1”
40%
HD Bar HDPI-2540
HD 25-40
HD Bearing BarApprox. Weight: 14.48 lbs/sf
2.5" Thick
40% Open
(inches)
www.szgrating.com
0086-512-8885-8888
24
Apparent
Apparent
UNIFORM
LOAD in lbs/ft2
Max EI x 10^6
Max EI x 10^6
Span
2
4
3
A=18.00 in
I=9.38
in
S=7.50 in
1”
40%
12
2 1/2”
(inches)
100
150
200
250
500
1000 2000 Load (lb-in2)
50
100
150
200
250
500
1000 2000 Load (lb-in2)
<0.001 <0.001 <0.001 0.001 0.002 0.004 0.008 68225 8.68
12 <0.001 <0.001 <0.001 <0.001 <0.001 0.001 0.003 0.005 34933 8.56
<0.001 0.001 0.002 0.002 0.004 0.008 0.016 45483 15.20
18 <0.001 <0.001 0.001 0.001 0.002 0.004 0.007 0.015 23288 15.20
www.szgrating.com
0086-512-8885-8888
0.001 0.002 0.003 0.003 0.007 0.014 0.027 34113 21.00
24 <0.001 0.002 0.003 0.003 0.004 0.009 0.017 0.034 17466 21.00
0.002 0.003 0.004 0.005 0.010 0.021 0.042 27292 26.80
30 0.002 0.003 0.005 0.007 0.008 0.016 0.033 0.066 13973 26.80
# of Bars
Bar Centers
Opening
Engineering
Properties
per Foot
of Width
0.003
0.005 0.006
0.008 0.015
0.030
0.060 22742
32.20 Load Bar
36 Depth
0.003 0.006
0.008 0.011
0.014 0.028 0.057 0.113 9704 32.20
4
3 19493
0.004A=18.00
0.006in2 0.009 0.011
0.021
0.043
0.086
35.90
42
0.005
0.009
0.014
0.019
0.024 0.047 0.094 0.188 7129 35.90
I=9.38 in
S=7.50 in
1”
40%
12
2 1/2”
0.006 0.009 0.012 0.015 0.030 0.060 0.120 17056 38.40
48 0.008 0.015 0.023 0.030 0.038 0.075 0.150 0.300 5458 38.40
0.008 0.012 0.016 0.020 0.041 0.081 0.162 15161 40.50
54 0.011 0.023 0.034 0.046 0.057 0.114 0.228 0.456 4313 40.50
0.011 0.016 0.022 0.027 0.055 0.109 0.218 13645 41.20
60 0.017 0.034 0.051 0.068 0.085 0.171 0.341 0.683 3493 41.20
www.szgrating.com
0086-512-8885-8888
0.014 0.021 0.029 0.036 0.071 0.143 0.286 12405 41.90
66 0.025 0.049 0.074 0.098 0.123 0.246 0.491
2887 41.90
0.018 0.027 0.037 0.046 0.091 0.183 0.365 11371 42.60
72 0.034 0.068 0.103 0.137 0.171 0.342 0.684
2426 42.60
0.023 0.035 0.046 0.058 0.115 0.231 0.461 10496 42.85
78 0.047 0.094 0.141 0.187 0.234 0.469
2067 42.85
0.029 0.043 0.058 0.072 0.144 0.288 0.576 9746 42.90
84 0.063 0.126 0.189 0.252 0.315 0.630
1782 42.90
0.035 0.053 0.071 0.088 0.177 0.353
9097 42.98
90 0.083 0.166 0.248 0.331 0.414
1553 42.98
0.043 0.064 0.086 0.107 0.214 0.428
8528 43.10
96 0.107 0.214 0.321 0.428 0.535
1365 43.10
0.051 0.077 0.102 0.128 0.256 0.512
8026 43.20
102 0.136 0.272 0.408 0.544 0.680
1209 43.20
Span
50
12 <0.001
18 <0.001
24 <0.001
30 0.001
36 0.002
42 0.002
48 0.003
54 0.004
60 0.005
66 0.007
72 0.009
78 0.012
84 0.014
90 0.018
96 0.021
102 0.026
24
A = 18.00 in2
28
I = 9.38 in4
S = 7.50 in3
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
12
2.5"
1"
14.48
HD Bar HDPI-2550
HD Bar HDPI-2550
HD 25-50
HD Bearing Bar
2.5" Thick
50% Open
50
12 <0.001
18 <0.001
24 <0.001
30 0.001
36 0.002
42 0.002
48 0.003
54 0.005
60 0.006
66 0.008
72 0.011
78 0.014
84 0.017
90 0.021
96 0.025
102 0.030
10
A = 15.0 in2
I = 7.81 in4
S = 6.25 in3
8
A=15.0 in
2
I=7.81 in
4
S=6.25 in
3
A=12.0 in 2
I=6.25 in 4
2 1/2”
# of Bars
Load of
BarWidth
Depth # of BarsBarLoad
Centers
Bar Depth
Engineering
Properties per Foot
10
2.5"
1.2"
A=12.0 in 2
I=6.25 in 4
S=5.00 in3
S=5.00 in3
#HD
of Bars
Bar
Load Bar Depth
HDPI-2560
10 Weight: 9.81
Approx.
lbs/sf
2 1/2”
2 1/2”
Bar Centers Opening
Max Apparent
x5’
10^6
50%
Full1.2”
Size:EI(lb-in
Load
2x 20’
2000
)
0.007 30480 6.02
0.019 20320 12.03
Full15240
Size:18.20
5’ x 20’
0.040
0.072 12192 24.50
0.127 8466 28.80
0.216 6220 31.20
0.348 4762 33.10
0.535 3763 34.50
3048 35.10
2519 35.60
2117 35.80
1803 36.00
1555 36.20
1355 36.40
Bar Centers
Opening
1191 36.60
1055 36.80
1.2”
50%
Weight/sq
ft Opening
Bar
Centers
12.14
Full1 1/2”
Size: 5’ x60%
20’
Bar Centers Opening
1.2”
50%
# of Bars
Load Bar Depth
Bar Centers Opening
8
2 1/2”
Full1 1/2”
Size: 5’ x60%
20’
HD Bar HDPI-2560
HD 25-60
HD Bearing Bar
2.5" Thick
60% Open
Apparent
Max
Spanin4
A=12.0 inEI2 x 10^6
I=6.25
S=5.00 in3
8
2 1/2”
(inches)
(inches)
Load
50
100
150
200
250
500
1000 2000
50
100
150
200
250
500
1000
(lb-in2)
12 <0.001 <0.001 0.001 0.001 0.002 0.003 0.007 0.014 41850 5.21
12 <0.001 <0.001 <0.001 <0.001 0.001 0.002 0.004
18 <0.001 0.001 0.002 0.002 0.003 0.006 0.012 0.025 27900 9.85
18 <0.001 0.001 0.002 0.002 0.003 0.006 0.012
24 <0.001 0.002 0.003 0.004 0.005 0.010 0.020 0.040 20925 14.50
24 0.001 0.002 0.004 0.005 0.006 0.012 0.025
30 0.001 0.003 0.004 0.006 0.007 0.014 0.029 0.058 14740 19.50
30 0.002 0.005 0.007 0.009 0.011 0.023 0.045
Depth Bar Centers Opening
Engineering Properties per Foot of Width # of Bars Load Bar
36 0.002 0.004 0.006 0.008 0.010 0.021 0.042 0.084 13950 23.25
36 0.004 0.008 0.012 0.016 0.020 0.039 0.078
2 0.012
4
3
Suzhou
Grating
Co.,
Ltd.
www.szgrating.com
42 0.003 0.006
0.009
0.015
0.030
0.061
0.121
11957
25.50
42
0.026
A=12.0 in
I=6.25 in
S=5.00 in
1 1/2”0.020
60% 0.033 0.066 0.132
8
2 1/2” 0.007 0.013
48 0.004 0.009 0.013 0.017 0.022 0.043 0.087 0.174 10463 26.50
48 0.011 0.022 0.033 0.043 0.054 0.109 0.217
54 0.006 0.012 0.018 0.024 0.030 0.060 0.120 0.240 9300 27.30
54 0.017 0.034 0.051 0.068 0.084 0.169 0.338
60 0.008 0.016 0.025 0.033 0.041 0.082 0.164 0.327 8370 27.50
60 0.026 0.051 0.077 0.102 0.128 0.256 0.511
66 0.011 0.022 0.032 0.043 0.054 0.108 0.216 0.432 7609 27.70
66 0.037 0.074 0.111 0.149 0.186 0.372
72 0.014 0.028 0.042 0.056 0.070 0.139 0.279 0.557 6975 27.90
72 0.052 0.105 0.157 0.209 0.261 0.523
78 0.018 0.035 0.053 0.070 0.088 0.176 0.352
6438 28.10
78 0.071 0.143 0.214 0.286 0.357
Co., Ltd.
www.szgrating.com
0086-512-8885-8888
84 0.022Suzhou
0.044 Grating
0.065 0.087
0.109 0.218 0.436
5979 28.30
84 0.095 0.191
0.286 0.382 0.477
90 0.027 0.053 0.080 0.107 0.133 0.266 0.533
5580 28.50
90 0.125 0.250 0.375 0.500 0.624
96 0.032 0.064 0.096 0.128 0.161 0.321 0.642
5231 28.70
96 0.161 0.321 0.482 0.642
102 0.038 0.077 0.115 0.153 0.191 0.383
4924 28.90
102 0.203 0.406 0.610
Span
25
25
A = 12.0 in2
I = 6.25 in4
S = 5.00 in3
25
Bar Centers Opening
Apparent
Max
1 1/2” EI x 10^660%
2000 Load (lb-in2)
0.009 21428 5.21
0.023 14285 9.85
0.050 10714 14.50
0.090 8571 19.50
0.157 5952 23.25
0.265 0086-512-8885-8888
4373 25.50
0.435 3348 26.50
0.676 2646 27.30
2143 27.50
1771 27.70
1488 27.90
1268 28.10
1093 28.30
952
28.50
837
28.70
741
28.90
# of Bars
Load Bar Depth
Bar Centers
Weight/sq ft
8
2.5"
1.5"
9.81
www.szgrating.com
(inches)
Apparent
Max in
Span in4
A=15.0
I=7.81
S=6.25 in3
EI 2x 10^6
10
2 1/2”
(inches)
100
150
200
250
500
1000 2000 Load (lb-in2)
50
100
150
200
250
500
1000
<0.001 <0.001 0.001 0.001 0.003 0.006 0.012 59525 6.02
12 <0.001 <0.001 <0.001 <0.001 <0.001 0.002 0.004
HD Bar HDPI-2550
0.001 0.002 0.002 0.003 0.005 0.010 0.020 39683 12.03
18 <0.001 0.001 0.001 0.002 0.002 0.005 0.009
0.002 0.002 0.003 0.004 0.008 0.016 0.032 Approx.
29763 18.20
0.001 0.002 0.003 0.004 0.005 0.010 0.020
0.002 0.003 0.005 0.006 0.011 0.023 0.046 #23810
24.50
30 0.002 0.004 0.005 0.007 0.009 0.018 0.036
of
Bars
Load
Bar
Depth
Bar Centers Opening
HD Bar
0.003 0.005 0.007 0.008 0.017 0.034 0.068 19842
28.80HDPI-2560
36 0.003 0.006 0.009 0.013 0.016 0.032 0.063
2
4
3
A=15.0
in
I=7.81
in
S=6.25
in
0.005 0.007 0.010 0.012 0.025 0.049 0.099 17007
42
0.011
0.016 5’0.022
1.2”
10 31.20
2 1/2”
Approx.
Weight: 9.81
lbs/sf0.005 Full
Size:
x50%
20’0.027 0.054 0.108
0.007 0.010 0.014 0.017 0.035 0.070 0.139 14881 33.10
48 0.009 0.017 0.026 0.035 0.044 0.087 0.174
0.010HD
0.014
0.024 0.048 0.095 0.190 13228 34.50
54 0.013 0.027 0.040 0.053 0.067 0.134 0.267
Bar0.019
HDPI-2550
0.013 0.019 0.026 0.032 0.064 0.128 0.256 11905 35.10
60 0.020 0.040 0.060 0.080 0.100 0.200 0.401
0.017Approx.
0.025 Weight:
0.034 12.14
0.042lbs/sf
0.084 0.168 0.336 10823 35.60
66 0.029 0.058 0.087 0.116 0.145 0.289 0.578
0.022 0.033 0.043 0.054 0.109 0.217 0.434 9921 35.80
72 0.041 0.081 0.122 0.163 0.204 0.407
HD Bar HDPI-2560
0.027 0.041 0.055 0.069 0.137 0.275 0.549 9158 36.00
78 0.056 0.112 0.167 0.223 0.279 0.558
lbs/sf
0.034Approx.
0.051 Weight:
0.068 9.81
0.085
0.171 0.341 0.682 8504 36.20
84 0.075 0.149 0.224 0.298 0.373
0.042 0.063 0.083 0.104 0.209 0.417
7937 36.40
90 0.098 0.196 0.293 0.391 0.489
of Bars0.629
Load Bar Depth
Engineering
Foot0.252
of Width
0.050 0.076 0.101 0.126 0.252 0.504
7441 36.60Properties
96 per
0.126
0.378 # 0.504
0.060 0.090 0.120 0.150 0.300 0.601
7003
102
0.319
0.479
0.638
236.80
40.160
3
A=15.0 in
I=7.81 in
S=6.25 in
Span
0086-512-8885-8888
P R O G R A T E ® H E A V Y D U T Y P u l truded G rat i n g P rodu c t s
29
VGBA Certified & Food Grade Products
PROGrate® pultruded FRP grating has been tested
and has met the specifications set forth by the
Virginia Graeme Baker Act (VGBA) for use in
VGBA compliant drain systems.
An independent test laboratory has tested PROGrate®
pultruded grating in accordance with ASME A112.19.8.a
– 2008, section 3.2 (Ultraviolet Light Exposure), which
includes ASTM D256 for izod impact and ASTM D638 for
tensile strength after being subjected to accelerated UV
weathering.
PROGrate® WT 10-18, I 10-40 and I 15-40 are ideal for
fabricating VGBA-compliant drain systems around
pools and spas.
Completed test results have shown that PROGrate® grating
has a K factor of 1.1 when calculated from section 3.2.2.3
(Performance Requirements) of the ASME A112.19.8.a –
2008 specification, which is the test method for grating
covering pool drains. All of our FRP grating products are
available as stock panels or can be fabricated to size.
30
FOOD-GRADE APPLICATIONS
We also offer PROGrid® molded and PROGrate® pultruded
grating for food processing applications. These products
are manufactured using a premium food-grade polyester
resin that contains no harmful ingredients and is certified
by the resin manufacturer. In addition, each panel is postcured and detergent-washed prior to shipping.
We certify that our food-grade PROGrid® molded and
PROGrate® pultruded FRP grating products are acceptable
for use in all food and beverage processing facilities, when
properly installed and maintained as an ergonomic or antislip walking floor surface or covering. These products meet
USDA acceptance requirements for floor surfaces.
Previously, the USDA tested all materials and products
that were in any way deemed a possibility for incidental
food contact in food processing facilities. Letters of
Acceptance were issued for tested, approved products.
According to Appendixes A and B of the National Register
(Sept. 1995), the USDA has limited its scope for the
testing of construction materials that were in obvious
contradiction to the original ruling and no longer issues
Letters of Acceptance. Floor and wall materials should at
no time come in contact with food products during the
manufacturing process and therefore need not be tested
for intended food contact.
Our PROGrid® molded and PROGrate® pultruded products
are designed to be installed only as worker ergonomic or
anti-slip floor grating, and we have issued this statement
as a guarantee of suitability of material for this use in food
processing facilities.
PROGrid® Molded & PROGrate® Pultruded
Phenolic Grating
PROGrid® molded and PROGrate® pultruded phenolic grating
products are the ideal solution for decks, platforms, stairways and
walkways that require superior resistance to fire,
as well as low levels of smoke and toxic gas emissions. Our
phenolic grating products are manufactured to the highest
quality standards using fiberglass reinforcement and a phenolic
resin system. These products are USCG level 2 approved.
APPLICATIONS
Offshore platforms
Marine and ocean-going
vessels
Tunnels/public transportation
Mining
Public buildings
Industrial/processing plants
Refineries
FEATURES
High temperature and
fire resistance
Low smoke and toxic
fume emissions
Lightweight
Low maintenance
Easy to install
United States Coast Guard
Approved
P R O G R I D ® M o l d e d & P R O G R A T E ® P u l tr u d e d P H E N O L I C G rating P rod u ct s
31
PROGrid®/PROGrate® Phenolic Grating Load and Deflection Data
1.These tables were developed in accordance with the test method developed by the Fiberglass Grating
Manufacturers Council (FGMC) of the American Composites Manufacturers Association (ACMA) for the
Fiberglass Grating Standard.
Concentrated
Load
2.The designer should not exceed MAXIMUM RECOMMENDED load at any time. MAXIMUM LOAD
represents a factor of safety of 4:1 for PROGrid® molded grating and 2:1 for PROGrate® pultruded
grating on ULTIMATE CAPACITY. ULTIMATE CAPACITY represents MAX LOAD observed at initial fracture.
12”
Equal
SPAN (in.)
3.Walking loads for maintenance traffic are typically a live load of 50 PSF. Deflections for worker comfort
are typically limited to 0.375" (3/8") or SPAN divided by 120 under full live load. For a firmer feel under
full live load or a line load 250 lbs/ft of width, limit deflections to 0.25" (1/4") or SPAN divided by 200.
Equal
Uniform
Load
12”
4.The loads represented are for STATIC LOAD CONDITIONS at ambient temperature. Deflections for impact
loads or dynamic loads will MULTIPLY the deflections shown by 2. Long term loads will result in added
1 1/2” x 1 1/2” x 6” SuperSpan
Full Size: 4’ x 12’-0 1/2
deflection due to creep in the material and will require higher factors of safety to ensure acceptable
performance.
1 1/2” x 1 1/2” x 6” SuperSpan
Full Size: 4’ x 12’-0 1/2”
5. Deflections are limited to 0.5" (1/2") as recommended by the Fiberglass Grating Manufacturers Council
Manufacturers Association.
SPAN
Approx. Weight:
3.90 lbs/sf
of the American
Composites
1 1/2” x 1 1/2” x 6” SuperSpan
Full Size: 4’ x 12’-0 1/2”
TOP VIEW
PROGrid® Molded Phenolic Grating
USCG Approval #164.040/14/0
1.5" x 1.5" x 6" PH
Rectangular Grid
1.5" Thick / 55% Open
A=4.39 in 2
50
100
150
200
12
18
24
30
36
42
44
48
54
0.001
0.003
0.007
0.013
0.021
0.033
0.038
0.049
0.069
0.003
0.006
0.014
0.025
0.043
0.066
0.076
0.098
0.137
0.004
0.010
0.020
0.038
0.064
0.100
0.114
0.146
0.206
0.005
0.013
0.027
0.050
0.085
0.133
0.152
0.195
0.275
# of Bars
39
500
I=0.88Max
in 4 Apparent
ST =1.30 in3
8
1000
39
I = 0.88 in4
ST = 1.30 in3
Approx.
Weight: 3.06 lbs/sf0.6"
8
PROGrate® Pultruded Phenolic
Grating Pultruded
PHI-1560
USCG Approval #164.040/13/0
I 15-60 PH
I Bearing Bar
1.5" Thick / 60% Open
(inches)
50
100
150
12
18
24
30
36
42
44
48
54
0.001
0.002
0.005
0.008
0.012
0.018
0.020
0.026
0.036
0.002
0.005
0.009
0.015
0.024
0.036
0.040
0.051
0.073
0.003
0.007
0.014
0.023
0.036
0.054
0.060
0.077
0.109
500
1000
A = 3.11 in2
I=
# of Bars
Load Bar Width
55%
1.5"
Bar Centers
span
concentrated line load (lbs/ft)
0.88 in4 S = 1.17 in3
8
inch
50
100 0.6"
150
200
2501.5" 500
12
0.001
0.003
0.004
0.005
0.006
0.013
Concentrated Load Table (Molded Grating):
18
0.003
0.006
0.010
0.013
0.016
0.032
0.007
0.014
0.020
0.034
0.068
deflection
in inch0.027
1.5" thick 1.5" x 6" mesh phenolic molded grating(USCG) 24
0.013
0.025
0.038
0.050Max. Rec.
0.063Average0.126
span
concentrated line30
load (lbs/ft)
EI
6
0.064 2000
0.085 Load0.107 x 100.213
inch
50
100
150
200 36 2500.021 5000.043 1000
55%
Max
Full ftSize: 5’ x 20’
Weight/sq
Bar Centers
3.90
TOP VIEW
1.5" thick 1.5" x 6" mesh phenolic molded grating(USCG)
1 1/2”
2000
SIDE VIEW
Apparent
lbs/ft2 Load Bar
# ofinBars
Engineering
of Width LOAD
Max EI
SpanProperties per FootUNIFORM
x 10^6
(inches)
Load
2
200
250
500
1000 2000
50 in4100
150
250
500
1000
(lb-in
) in 2
A=3.11
I=0.88
S=1.17 200
in3
8
0.6”
0.004 0.005 0.010 0.020 0.040 6222
1.8
12 0.001 0.001 0.002 0.002 0.003 0.006 0.012
0.009 0.012 0.023 0.047 0.093 4148
2.6
18 0.003 0.004 0.007 0.009 0.011 0.022 0.044
0.018 0.023 0.045 0.090 0.180 3111
3.2
24 0.006 0.011 0.017 0.022 0.028 0.056 0.112
0.031 0.038 0.077 0.154 0.307 2489
3.66
30 0.012 0.024 0.036 0.048 0.060 0.120 0.240
2
4
3
A=3.11
in
I=0.88
in
S=1.17
in
1/2” 0.113 60%
8 36
0.048 0.060 0.121 0.242 0.484 2074
4.02
0.023 0.6”
0.045 0.068 10.091
0.227 0.453
0.072 0.090 0.180 0.361
1778
4.28
42 0.039 0.079 0.118 0.158 0.197 0.394
0.080 0.099 0.199 0.398
1697
4.46
44 0.046 0.091 0.137 0.182 0.228 0.456
0.102 0.128 0.256 0.512
1556
4.5
48 0.064 0.128 0.192 0.256 0.320 0.640
Grating):
0.145 0.181 0.363
1383 Concentrated
4.52
54 Load
0.102 Table
0.204 (Molded
0.306 0.408
0.510
Bar Centers Openin
Apparent
x 10^60086-512-8885-8
Load EI(lb-in
2
)
0.004 0.008 0.016 0.032 7560
1.39
Bar Centers
Opening
0.015
0.030 0086-512-8885-8888
0.061
0.122 3360
1.87
0.0421 1/2”
0.085 0.16955%0.338 1890
2.13
0.098 0.196 0.392
1210
2.24
0.200 0.400
840
2.28
0.363
617
2.32
0086-512-8885-8888
0.434
562
2.34
0.610
473
2.36
373
2.39
250
Span
32
Load Bar Width
Pultruded
# ofPHI-1560
Bars
Load Bar Width
SB = 1.06 in3
Load Bar Width
on 1.5'' centers
8 Bearing bars are0.6”
running in the 12' direction.
Bar Centers Opening
UNIFORM0.6”
LOAD in lbs/ft2 1 1/2”
www.szgrating.com
2000
A = 4.39 in2
SB=1.06 in3
# of Bars
SB=1.06 in3
Span
x 10^6 Grating
Suzhou
Co., Ltd.
(inches)
Load EI(lb-in
2
50
100
150
200
)
0.006 0.013 0.026 0.052 3780
1.39
12 ﹤0.001 0.002 0.002 0.003
Bars
Load0.009
Bar Width
Engineering
Properties
per
Foot
of Width 18# of0.003
Suzhou
Grating
Ltd.
www.szgrating.com
0.016
0.032
0.065
0.130Co.,
2520
1.87
0.006
0.012
0.034
0.068
1890 in3 2.13
0.008
0.017 0.025
A=4.39
in 2 0.135
I=0.88 0.270
in 4 ST =1.30
SB=1.06 in3 24
8
0.6” 0.034
0.063 0.126 0.251 0.502 1512
2.24
30 0.020 0.039 0.059 0.078
0.107 0.213 0.427
1260
2.28
36 0.040 0.080 0.120 0.160
0.166 0.332 0.664
1080
2.32
42 0.073 0.145 0.218 0.291
www.szgrating.com
0.189 0.379
1031
2.34
44 0.087 0.174 0.260 0.347
0.244 0.488
945
2.36
48 0.122 0.244 0.366 0.488
0.343 0.687
840
2.39
54 0.193 0.386 0.579
250
39
I=0.88 in 4 ST =1.30 in3
A=4.39 in 2
Span
(inches)
SIDE VIEW
Apparent Opening
Width Max
Bar Centers
EI x 10^6
Load
2000
(lb-in2)
1 1/2”
60%
0.025 15555
1.8
0.088 6057
2.6
0.225 3182
3.2
0.480 1992
3.66
1393
4.02
1014
4.28
927
4.46
778
4.5
615
4.52
deflection in inch
Weight/sq ft
1000
0.026
0.065
0.135
0.251
0.427
3.06
2000
0.052
0.130
0.270
0.502
Max. Rec.
Load
Average EI
x 10 6
3780
2520
1890
1512
1260
1.39
1.87
2.13
2.24
2.28
PROGrid® Molded & PROGrate® Pultruded
Stair Treads & Stair Tread Covers
Stair Treads
Our stair tread panels allow you to cut your
own stair treads quickly and inexpensively
for less waste and less cost. We stock
PROGrid® molded stair treads in several sizes
and configurations (see page 37). Customfabricated sizes are available upon request.
We can also supply PROGrate® pultruded
stair tread in stock sizes (see page 38) or
made to order. These maintenance-free
treads are engineered for strength, durability and corrosion resistance. Features
include a non-skid surface and square tube nosing for high visibility. Our design is
easy to fabricate and install on-site with basic tools.
Stair Tread Covers
FRP stair tread covers are a cost-effective option to improve stairway safety
for your workers. All of our stair treads are made with corrosion-resistant, fireretardant resin and have an anti-skid top surface.
PROGrid® Molded Stair Tread
PROGrate® Pultruded
Stair Tread
Grating Fasteners
All grating must be fastened in place. We offer a variety of clips to complete your
installation (see page 35).
Chemical Compatibility
See page 39 for a detailed table of chemical compatibility based on resin
manufacturers' data including maximum allowable concentrations and
temperatures.
PROGrid® Molded Stair Tread
PROGrate® Pultruded Stair Tread
Width
Width
Depth
Depth
Stair Tread Cover
Cut your own stair tread from our stair tread panels.
Depth
Width
33
FIBERGLASS EMBEDMENT ANGLE
PROForms® Composite Embedment
Angle
GRATING
PROForms® FRP embedment angle is manufactured
with premium-grade vinylester fire-retardant resin.
It’s compatible with all standard sizes of our molded
and pultruded grating and has continuous anchoring
incorporated into the design to eliminate the need for
additional
anchors. Our
embedment
angle
is availableANGLE
FIBERGLASS
EMBEDMENT
FIBERGLASS
ANGLE
EMBEDMENT
in dark gray and is stocked in 20' lengths.
GRATING
TRENCH
GRATING
TRENCH
0.25"
TYP.
TRENCH
1"
1"
0.6563"
(21/32")
1" Embedment Angle
1.5" Embedment Angle
1"
0.6563"
(21/32")
1"
1"
0.25"
1.5"
TYP.
0.6563"
(21/32")
0.25"
TYP.
Weight: .95/ft.
1.5"
Weight: 1.1/ft.
2"
0.25"
1.5"
1"
0.6563"
(21/32")
34
0.25"
1.5"
0.6563"
(21/32")
1.5"
1.5"
1.5"
0.25"
TYP.
2"
1.5"
0.6563"
(21/32")
1"
1"
(21/32")
0.6563"
(21/32")
0.25"
TYP.
1"
0.25"
0.6563"
TYP.
1"
0.6563"
(21/32")
1.5"
1.5"
1"
0.25"
TYP.
0.25"
TYP.
1"
1.5"
2" Embedment Angle
1.5"
1.5"
0.25"
TYP.
FEATURES
Corrosion resistant
0.25"
TYP.
Low conductivity
UV stable
Fire retardant
High strength
0.6563"
Easy to install
(21/32")
1.5"
1"
TRENCH
GRATING
Weight: 1.2/ft.
1"
FIBERGLASS EMBEDMENT ANGLE
Fasteners
Several types of clips are available to secure
our grating products. Normally, the maximum
distance between clips should be no more
than 4'. All metal clips are made of SS316
stainless steel with a thickness of 0.06" (some
T clips are made from FRP). See pages 37-38
to find the clips that fit your application.
J Bolts
J bolts are used to secure grating to a
support bar.
J BOLT
J BOLT
PULTRUDED GRATING
PULTRUDED GRATING
SUPPORT FRAME
M Clips
SUPPORT FRAME
Stainless steel hold-down M clips are
used to secure panels to a support
using two adjacent grating bars for a
secure fit.
M CLIP
M CLIP
C Clips
C clips are used to join two ends of
molded grating together. Clips should
be placed every 2'–3' to meet indensity
requirements.
GRATING PANEL A
GRATING PANEL A
SUPPORT BAR
SUPPORT BAR
GRATING PANEL B
GRATING PANEL B
W Clips
W clips are made specifically for plate
or grating with plate on top. The length
of the bolt should correspond with the
height of the panel.
PLATE
C CLIP
C CLIP
W CLIP
PLATE
T Clips
T clips are used to fasten pultruded
grating to a support frame.
PULTRUDED GRATING
SUPPORT BAR
W CLIP
T CLIP
L Clips
L clips are used to fasten grating to a
support bar for moderate loads.
L CLIP
L CLIP
G Clips
G clips are designed to attach
grating to any structural member
flange, 0.75" or smaller in thickness,
with no drilling required.
FIELD CUTTING OF
ONE BAR REQUIRED
SUPPORT BAR
SUPPORT BAR
G CLIP
35
Grating Pedestals
Several pedestals are available for applications requiring elevated grating floor systems.
Contact us for sizes and availability.
36
Product Availability
PROGrid® Molded Grating
Type
Available Panel Size
Weight /
Sq Ft
Open
Area
Clip No.
Page
1.5" x 1.5"
4' x 12'
1.33
72%
CM-15
7
Square
2" x 2"
4' x 12'
1.01
78%
CM-20
7
1"
Rectangular
1" x 4"
12' x 4' *
2.61
68%
CMP-104, CL-15
6
1"
Square
1.5" x 1.5"
3' x 10' / 4' x 8' / 4' x 12'
2.50
69%
CM-15, CL-10,
CC-10, YSSGG-1C
7
1.5"
Square
1.5" x 1.5"
3' x 10' / 4' x 8' / 4' x 12' / 5' x 10'
3.94
68%
CM-15, CL-15,
CC-15, YSSGG-1C
8
Depth /
Thickness
Grid Pattern
.05"
Square
.05"
ADA
1.5"
Square
0.75" x 0.75"
4' x 12'
4.75
44%
CMM-3/4
8
ADA
1.5"
Rectangular
1" x 6"
4' x 12'
4.71
38%
CMP-156, CL-15
9
1.5"
Rectangular
1.5" x 6"
4' x 12'
4.42
55%
CM-15
9
2"
Square
2" x 2"
4' x 12'
4.51
71%
CM-20, CC-20
8
HIGH LOAD CAPACITY
HLC
1.5"
Rectangular
1" x 2"
4' x 6'
6.21
48%
SSGT-R
11
HLC
2"
Rectangular
1" x 2"
4' x 6'
8.4
48%
SSGT-R
11
1.5"
Rectangular
1.5" x 6"
4' x 12'
3.9
55%
PHENOLIC
Phenolic
32
* Load Bars run in the 4' - 0" direction
PROGrid® Molded Stair Treads
Type
ADA
Depth /
Thickness
Grid Pattern
Weight /
Sq Ft
Open
Area
Clip No.
Page
1.5"
Rectangular
1" x 6"
24" x 144"
8
38%
CMP-156, CL-15
33
1.5"
Square
1.5" x 1.5"
12" x 144"
4
68%
CM-15, CL-15, YSSGG-1C
33
1.5"
Square
1.5" x 1.5"
25.5" x 144"
8.5
68%
CM-15, CL-15, YSSGG-1C
33
PROGrate® Pultruded Grating
Depth /
Thickness
Load Bar Type /
Spacing
Cross Rod
Spacing
Weight /
Sq Ft
Open
Area
Clip No.
Page
T 10-18-ADA
1"
T / 2"
6"
3' x 20' / 4' x 20'
2.39
18%
SSGT-R
14
T 10-33-ADA
1"
T / 1.5"
6"
3' x 20' / 4' x 20'
2.25
33%
SSGT-R
15
Series
T-Bar
T 10-35
1"
T / 2.5"
6"
3' x 20' / 4' x 20'
2.00
35%
SSGT-R
15
T 10-50
1"
T / 2"
6"
3' x 20' / 4' x 20'
1.81
50%
SSGT-R
15
T 15-17-ADA
1.5"
T / 1.2"
6"
3' x 20' / 4' x 20'
3.39
17%
SSGT-R
16
T 15-33
1.5"
T / 1.5"
6"
3' x 20' / 4' x 20'
2.81
33%
SSGT-R
16
T 15-50
1.5"
T / 2"
6"
3' x 20' / 4' x 20'
2.23
50%
SSGT-R
16
T 20-33-ADA
2"
T / 1.5"
6"
3' x 20' / 4' x 20'
4.44
33%
CPT-20-33
17
T 20-50
2"
T / 2"
6"
3' x 20' / 4' x 20'
3.43
50%
CMP-20-50
17
Continued on next page
37
PROGrate® Pultruded Grating Continued
Depth /
Thickness
Load Bar Type /
Spacing
Cross Rod
Spacing
Weight /
Sq Ft
Open
Area
Clip No.
I 10-40-ADA
1"
I / 1"
6"
3' x 20' / 4' x 20'
3.47
40%
CPT-10-40
18
I 10-50
1"
I / 1.2"
6"
3' x 20' / 4' x 20'
2.97
50%
CMP-10-50
18
I 10-60
1"
I / 1.5"
6"
3' x 20' / 4' x 20'
2.47
60%
CMP-10-60,
FSSGG-1C
18
I 15-40-ADA
1.5"
I / 1"
6"
3' x 20' / 4' x 20'
4.22
40%
CPT-10-40
19
I 15-50
1.5"
I / 1.2"
6"
3' x 20' / 4' x 20'
3.60
50%
CMP-15-50
19
I 15-60
1.5"
I / 1.5"
6"
3' x 20' / 4' x 20'
2.97
60%
CMP-15-60,
FSSGG-1C
19
I 10-40-ADA
1"
I / .52"
6"
3' x 20' / 4' x 20'
4.08
40%
CPT-10-40
20
I 10-50-ADA
1"
I / .63"
6"
3' x 20' / 4' x 20'
3.50
50%
CMP-10-50
20
I 10-60-ADA
1"
I / .78"
6"
3' x 20' / 4' x 20'
2.92
60%
CMP-10-60
20
I 15-40-ADA
1.5"
I / .52"
6"
3' x 20' / 4' x 20'
5.32
40%
CPT-10-40
21
I 15-50-ADA
1.5"
I / .63"
6"
3' x 20' / 4' x 20'
4.64
50%
CMP-15-50
21
Series
Page
I-Bar
I 15-60-ADA
1.5"
I / .78"
6"
3' x 20' / 4' x 20'
3.74
60%
CMP-15-60
21
I 30-40-ADA
3"
I / .1"
3"
3' x 20' / 4' x 20'
12.28
40%
SSGT-R
22
I 30-50
3"
I / 1.2"
3"
3' x 20' / 4' x 20'
10.34
50%
SSGT-R
22
I 30-60
3"
I / 1.5"
3"
3' x 20' / 4' x 20'
8.40
60%
SSGT-R
22
HD 10-40-ADA
1"
HD Bearing Bar / 1"
6"
3' x 20' / 4' x 20'
5.84
40%
CMP-10-50
24
HD 10-50
1"
HD Bearing Bar / 1.2"
6"
3' x 20' / 4' x 20'
4.94
50%
CMP-10-60
25
Heavy Duty
HD 10-60
1"
6"
3' x 20' / 4' x 20'
4.05
60%
CPT-10-40
25
HD 15-40-ADA
1.5"
HD Bearing Bar / 1"
6"
3' x 20' / 4' x 20'
9.13
40%
CMP-15-50
25
HD 15-50
1.5"
6"
3' x 20' / 4' x 20'
7.69
50%
CMP-15-60
26
HD 15-60
1.5"
6"
3' x 20' / 4' x 20'
6.25
60%
SSGT-R
26
HD 20-40-ADA
2"
HD Bearing Bar / 1"
6"
3' x 20' / 4' x 20'
11.81
40%
SSGT-R
27
HD 20-50
2"
6"
3' x 20' / 4' x 20'
9.92
50%
SSGT-R
27
HD 20-60
2"
6"
3' x 20' / 4' x 20'
8.03
60%
SSGT-R
28
HD 25-40-ADA
2.5"
HD Bearing Bar / 1"
3"
3' x 20' / 4' x 20'
14.48
40%
SSGT-R
28
HD 25-50
2.5"
3"
3' x 20' / 4' x 20'
12.14
50%
SSGT-R
29
HD 25-60
2.5"
3"
3' x 20' / 4' x 20'
9.81
60%
SSGT-R
29
1.5"
I / 1.5"
6"
3' x 20' / 4' x 20'
3.06
60%
Phenolic
I 15-60-PH
32
PROGrate® Pultruded Stair Treads
Depth /
Thickness
Load Bar Type /
Spacing
Cross Rod
Spacing
Weight /
Sq Ft
Open
Area
Clip No.
I 10-40-ADA
1"
I / 1"
6"
12" x 144"
3.47
40%
CPT-10-40
33
I 10-50
1"
I / 1.2"
6"
12" x 144"
2.97
50%
CMP-10-50
33
I 10-60
1"
I / 1.5"
6"
12" x 144"
2.47
60%
CMP-10-60
33
I 15-40-ADA
1.5"
I / 1"
6"
12" x 144"
4.22
40%
CPT-10-40
33
I 15-50
1.5"
I / 1.2"
6"
12" x 144"
3.60
50%
CMP-15-50
33
I 15-60
1.5"
I / 1.5"
6"
12" x 144"
2.97
60%
CMP-15-60
33
Series
Page
I-Bar
38
Chemical Resistance Guide
PROGrid®
Molded
Grating
Chemical
Environment
% Concen- Temp
tration
ºF
VFR
IFR
PROGrate®
Pultruded
Grating
GP
VFR
IFR
Acetic Acid
25
MAX
C
C
S
C
C
Acetic Acid
50
MAX
C
C
S
C
C
Aluminum
Hydroxide
ALL
MAX
C
C
C
C
Ammonium
Chloride
ALL
120
C
C
C
Ammonium
Bicarbonate
15
120
C
C
Ammonium
Bicarbonate
50
120
C
Ammonium
Hydroxide
20
80
S
Ammonium
Sulfate
ALL
Benzene
100
150
I
I
N
I
N
Benzoic Acid
(SAT)
SAT
MAX
C
C
S
C
C
120
C
PROGrid®
Molded
Grating
Chemical
Environment
% Concen- Temp
tration
ºF
PROGrate®
Pultruded
Grating
VFR
IFR
GP
VFR
IFR
Magnesium
Chloride
ALL
MAX
C
C
C
C
C
C
Magnesium
Nitrate
ALL
MAX
C
C
C
C
C
C
C
Magnesium
Sulfate
ALL
MAX
C
C
C
C
C
S
C
S
Mercuric Chloride
ALL
MAX
C
C
C
C
C
MAX
C
C
S
C
S
S
S
I
Mercurous
Chloride
ALL
C
Nickel Chloride
ALL
MAX
C
C
C
C
C
N
N
I
N
C
C
C
S
Borax (SAT)
SAT
MAX
C
C
S
C
S
Calcium
Carbonate
ALL
MAX
C
C
S
C
C
Calcium Nitrate
ALL
MAX
C
C
C
C
C
Carbon
Tetrachloride
100
80
I
N
N
I
N
Chlorine, Dry
Gas*
ALL
MAX
C
C
S
C
S
Chlorine Water
(SAT)
SAT
120
C
I
N
I
N
Chromic Acid
50
150
I
N
N
I
Nickel Sulfate
ALL
MAX
C
C
C
C
C
Nitric Acid
20
120
S
S
I
I
I
Oxalic Acid
ALL
150
C
C
S
C
S
Perchloric Acid
30
90
S
I
I
I
I
Phosphoric Acid
80
MAX
C
C
C
C
S
Potassium
Chloride
ALL
MAX
C
C
C
C
C
Potassium
Dichromate
ALL
MAX
C
C
C
C
C
Potassium Nitrate
ALL
MAX
C
C
C
C
C
Potassium Sulfate
ALL
MAX
C
C
C
C
C
Propylene Glycol
ALL
MAX
C
C
S
C
S
Sodium Acetate
ALL
MAX
C
C
C
C
C
Sodium Bisulfate
ALL
80
S
S
I
C
I
Sodium Bromide
ALL
80
C
C
C
C
C
N
Sodium Cyanide
ALL
80
C
I
I
S
I
Sodium Hydroxide
10
MAX
C
I
N
I
N
Citric Acid
ALL
MAX
C
C
C
C
C
Copper Chloride
ALL
MAX
C
C
C
C
C
Sodium Hydroxide
50
MAX
S
N
N
N
N
ALL
MAX
C
C
C
C
C
Copper Cyanide
ALL
140
C
S
I
S
I
Sodium Nitrate
Copper Nitrate
ALL
MAX
C
C
C
C
C
Sodium Sulfate
ALL
MAX
C
C
C
C
C
Sulfuric Acid
10
MAX
C
S
S
C
S
Ethanol
10
120
C
S
S
C
S
Ethanol
50
120
C
I
I
C
I
Sulfuric Acid
25
MAX
C
S
S
S
I
75
100
C
I
I
I
N
Ethylene Glycol
ALL
ISO
C
C
S
C
S
Sulfuric Acid
Ferric Chloride
100
MAX
C
C
C
C
C
Tartaric Acid
ALL
MAX
C
C
S
C
S
ALL
MAX
C
C
S
C
S
Ferrous Chloride
ALL
MAX
C
C
C
C
C
Vinegar
Formaldehyde
0-50%
50
120
S
I
I
S
I
Water, Distilled
ALL
MAX
C
C
C
C
C
Zinc Nitrate
100
MAX
C
C
C
C
C
Gasoline
ALL
120
C
C
S
C
S
Zinc Sulfate
100
MAX
C
C
C
C
C
Glucose
ALL
120
C
C
C
C
C
Glycerin
100
MAX
C
C
S
C
S
C = Continuous exposure of the grating to the chemical environment listed at the temperature
listed.
Hydrobromic Acid
50
MAX
S
S
I
I
N
S = Frequent exposure of the grating to splashes and spills from the chemical environment
listed with that environment at the temperature listed.
Hydrochloric Acid
10
MAX
C
S
S
S
S
Hydrochloric Acid
37
MAX
I
S
I
I
I
I = Infrequent exposure of the grating to splashes and spills from the chemical environment
listed with that environment at the temperature listed and the spill immediately cleaned up or
washed from the grating.
Hydrogen Peroxide
30
80
C
N
N
S
N
N = Not recommended for the concentrations and temperatures listed.
Lactic Acid
100
MAX
C
C
C
C
C
T = Test
Lithium Chloride
(SAT)
SAT
MAX
N
N
N
N
N
MAX temperature is 185ºF for molded VFR and pultruded VFR grating, 160ºF for molded IFR
and pultruded IFR grating, 150ºF for molded GP grating.
39
Products MANUFACTURED by
Explore Our full Line Of FRP Solutions
We also offer a wide variety of standard
and custom profiles made of fiberglassreinforced polymer — as well as a staff
of skilled engineering, design and
manufacturing professionals to help
you maximize the benefits of FRP.
PRODUCTS
Structural shapes
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Ladders and cages
Fabricated structures
SERVICES
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Design and drafting
Fabrication, including CNC
machining and assembly
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painting
In-house testing
GRATING SYSTEMS INC. | 3005 Scott Ln., West Haven, UT 84401
PHONE : 800-368-4243 | FAX: 801-621-7311 | WEB: WWW.gratingsystems.com
The photographs and/or drawings in this literature are for illustrative purposes only. While every reasonable effort has been made to ensure the accuracy of this data, we are not responsible for any errors or omissions contained on
these pages. Please verify any information in question with a sales representative. We reserve the right to make changes in specifications without notice and without incurring obligation. © 2013 All rights reserved. 02/13

FRP Grating Catalog

Transcription

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