T 15-17 – T Bearing Bar PROGrate Pultruded GratingWheelchair Accessible

1 1/2" Thick | 17% Open
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NOTE: These products are only available by special order. Minimum orders, extended lead times and special-order pricing will apply.

Span (inches)

CONCENTRATED LOAD in lb/ft of width

Max
Load (lb/ft)

Apparent
EI x 106
(lb-in2)

50

100

150

200

250

500

1000

2000

12

0.001

0.002

0.003

0.004

0.005

0.010

0.019

0.038

10343

1.89

18

0.002

0.004

0.007

0.009

0.011

0.022

0.045

0.089

6895

2.72

24

0.005

0.009

0.014

0.018

0.023

0.045

0.090

0.180

5172

3.2

30

0.008

0.016

0.024

0.032

0.040

0.080

0.160

0.320

4137

3.52

36

0.0135

0.027

0.0405

0.054

0.0675

0.135

0.27

0.54

3448

3.6

42

0.021

0.043

0.064

0.085

0.107

0.213

0.426

2955

3.62

48

0.032

0.063

0.095

0.127

0.158

0.316

0.633

2586

3.64

54

0.045

0.090

0.134

0.179

0.224

0.448

2298

3.66

60

0.061

0.122

0.183

0.245

0.306

0.611

2069

3.68

66

0.081

0.162

0.243

0.324

0.405

1881

3.7

Span (inches)

UNIFORM LOAD in lb/ft2

Max
Load (lb/ft2)

Apparent
EI x 106
(lb-in2)

50

100

150

200

250

500

1000

2000

12

0.001

0.001

0.002

0.002

0.003

0.006

0.012

0.024

13240

1.89

18

0.002

0.004

0.006

0.008

0.010

0.021

0.042

0.084

5884

2.72

24

0.006

0.011

0.017

0.022

0.028

0.056

0.112

0.225

3310

3.2

30

0.012

0.025

0.037

0.050

0.062

0.125

0.250

0.500

2118

3.52

36

0.025

0.051

0.076

0.101

0.127

0.253

0.506

1471

3.6

42

0.047

0.093

0.140

0.187

0.233

0.466

1081

3.62

48

0.079

0.158

0.237

0.316

0.396

827

3.64

54

0.126

0.252

0.378

0.504

0.630

654

3.66

60

0.191

0.382

0.573

530

3.68

66

0.278

0.556

438

3.7

Properties Per Foot of Width

# of Bars

Load Bar Depth

Bar Centers

Weight/sq ft

A = 3.08 in2 I = 0.88 in4 ST = 1.38 in3 SB = 1.02 in3

10

1.5″

1.2″

3.39

1. 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. 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 lb/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 too 0.5″ (1/2″) as recommended by the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association.