Heavy Duty Pultruded Grating – HD 10-50 – HD Bearing Bar

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Heavy Duty Pultruded Grating – HD 10-50 – HD Bearing Bar

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)
Span (inches)	50	100	150	200	250	500	1000	2000	Max Load (lb/ft)	Apparent EI x 10⁶ (lb-in²)
12	0.002	0.004	0.006	0.008	0.010	0.020	0.040	0.080	9318	0.90
18	0.004	0.007	0.011	0.014	0.018	0.036	0.072	0.144	6216	1.69
24	0.007	0.013	0.020	0.026	0.033	0.066	0.132	0.264	4659	2.18
30	0.012	0.023	0.035	0.046	0.058	0.116	0.232	0.465	3727	2.42
36	0.019	0.038	0.057	0.076	0.095	0.190	0.380		3106	2.56
42	0.030	0.059	0.089	0.119	0.148	0.297	0.594		2662	2.60
48	0.044	0.088	0.131	0.175	0.219	0.438			2330	2.63
54	0.062	0.124	0.186	0.248	0.309	0.619			2071	2.65
60	0.084	0.169	0.253	0.337	0.421				1864	2.67

Span (inches)	UNIFORM LOAD in lb/ft²								Max Load (lb/ft²)	Apparent EI x 10⁶ (lb-in²)
Span (inches)	50	100	150	200	250	500	1000	2000	Max Load (lb/ft²)	Apparent EI x 10⁶ (lb-in²)
12	0.001	0.002	0.004	0.005	0.006	0.012	0.025	0.050	7455	0.90
18	0.003	0.007	0.010	0.013	0.017	0.034	0.067	0.135	4970	1.69
24	0.008	0.017	0.025	0.033	0.041	0.083	0.165	0.330	3727	2.18
30	0.018	0.036	0.054	0.073	0.091	0.182	0.363		2982	2.42
36	0.036	0.071	0.107	0.142	0.178	0.356			2071	2.56
42	0.065	0.130	0.195	0.260	0.325	0.649			1521	2.60
48	0.109	0.219	0.328	0.438	0.547				1165	2.63
54	0.174	0.348	0.522	0.696					920	2.65
60	0.263	0.527							745	2.67

Properties Per Foot of Width	# of Bars	Load Bar Depth	Bar Centers	Weight/sq ft
A = 6.00 in² I = 0.50 in⁴ S = 1.00 in³	10	1″	1.2″	4.94

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