1 1/2" X 1" X 6" Rectangular Grid

1 1/2" Thick | 38% Open

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1 1/2" X 1" X 6" Rectangular Grid

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	0.001	0.003	0.004	0.005	0.006	0.013	0.025	0.050	4209	1.43
18	0.003	0.007	0.010	0.013	0.017	0.033	0.066	0.133	2810	1.83
24	0.006	0.013	0.019	0.026	0.032	0.065	0.130	0.260	2105	2.22
30	0.012	0.023	0.035	0.047	0.058	0.116	0.233		1684	2.42
36	0.020	0.039	0.059	0.078	0.098	0.196	0.391		1403	2.48
42	0.030	0.061	0.091	0.121	0.151	0.303	0.605		1203	2.55
48	0.045	0.089	0.134	0.178	0.223	0.446			1052	2.58
54	0.063	0.125	0.188	0.251	0.313	0.627			935	2.62
60	0.085	0.171	0.256	0.342	0.427				842	2.63

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	0.002	0.003	0.004	0.008	0.016	0.031	6623	1.43
18	0.003	0.006	0.009	0.012	0.016	0.031	0.062	0.124	3747	1.83
24	0.008	0.016	0.024	0.032	0.041	0.081	0.162	0.325	2105	2.22
30	0.018	0.036	0.055	0.073	0.091	0.182	0.364		1347	2.42
36	0.037	0.073	0.110	0.147	0.183	0.367			935	2.48
42	0.066	0.132	0.199	0.265	0.331	0.662			687	2.55
48	0.111	0.223	0.334	0.446	0.557				526	2.58
54	0.176	0.353	0.529						416	2.62
60	0.267	0.534							337	2.63

Properties Per Foot of Width	# of Bars	Load Bar Width	Bar Centers	Weight/sq ft
A = 5.76 in² I = 1.14 in⁴ S_T = 1.94 in³ S_B = 1.24 in³	12	0.6″	1″	4.71

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. 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 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.