I 10-50-ADA - I Bearing Bar

1" Thick | 50% Open | ADA Compliant

Special Order

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I 10-50-ADA - I 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	0.001	0.003	0.004	0.006	0.007	0.014	0.028	0.056	7495	1.29
18	0.003	0.007	0.010	0.014	0.017	0.035	0.069	0.139	4997	1.75
24	0.007	0.015	0.022	0.030	0.037	0.074	0.148	0.295	3748	1.95
30	0.014	0.028	0.042	0.055	0.069	0.139	0.277		2998	2.03
36	0.024	0.048	0.071	0.095	0.119	0.238	0.476		2498	2.04
42	0.037	0.075	0.112	0.150	0.187	0.375			2141	2.06
48	0.056	0.111	0.167	0.223	0.278				1874	2.07
54	0.079	0.158	0.237	0.315	0.394				1666	2.08
60	0.108	0.215	0.323	0.431	0.538				1499	2.09
66	0.143	0.285	0.428	0.570					1363	2.10
72	0.184	0.369	0.553						1250	2.11

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	0.003	0.003	0.004	0.009	0.017	0.035	9594	1.29
18	0.003	0.007	0.010	0.013	0.016	0.033	0.065	0.130	4264	1.75
24	0.009	0.018	0.028	0.037	0.046	0.092	0.185	0.369	2398	1.95
30	0.022	0.043	0.065	0.087	0.108	0.216	0.433		1535	2.03
36	0.045	0.089	0.134	0.179	0.223	0.447			1066	2.04
42	0.082	0.164	0.246	0.328	0.410				783	2.06
48	0.139	0.278	0.417						600	2.07
54	0.222	0.444	0.665						474	2.08
60	0.336	0.673							383	2.09
66	0.490								317	2.1
72	0.691								267	2.11

Properties Per Foot of Width	# of Bars	Load Bar Depth	Bar Centers	Weight/sq ft
A = 3.67 in² I = 0.40 in⁴ S = 0.80 in³	19	1″	0.63″	3.50

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.