T 15-17 – T Bearing Bar

1 1/2" Thick | 17% Open

Special Order

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T 15-17 – T 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	0.002	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)
Span (inches)	50	100	150	200	250	500	1000	2000	Max Load (lb/ft²)	Apparent EI x 10⁶ (lb-in²)
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 S_T = 1.38 in³ S_B = 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.