Loading Tables
	Roof Load Capacity Table
	Self-Framing Shed Type Building (Imperial)
	Allowable Load (lbs/ft2)
Span (ft)	.024(24GA.)		.030(22GA).				.036(20GA)				.048(18GA.)
1:12 Slope	16 x 3		16 x 3		14 x 4		16 x 3		14 x 4		16 x 3		14 x 4
	S	D	S	D	S	D	S	D	S	D	S	D	S	D
8'0"	51	104	86	129	135	273	103	153			133	199
9'0"	40	73	68	90	106	192	81	107	137	228	105	140
10'0"	32	53	55	66	86	140	65	78	110	166	84	102	144	218
11'0"	26	40	45	50	70	105	53	59	91	125	69	77	119	163
12'0"	22	31	37	38	59	81	44	45	76	96	58	59	99	126
13'0"	18	24	30	30	50	64	36	36	64	76	46	46	84	99
14'0'			24	24	43	51	29	29	55	61	37	37	72	79
15'0"					37	41	23	23	48	49	30	30	62	64
16'0"					32	34			41	41	25	25	53	53
17'0"					28	28			34	34	21	21	44	44
18'0"					24	24			29	29			37	37
19'0"									24	24			32	32
20'0"													27	27
Note: Above Load Tables Are Based on:
* Uniformly distributed load
* Design in accordance with CSA specification S136
* Material to ASTM A446 grade B minimum yield point 255 Mpa (37000PSI)
* Figures in row "S" denote total loading for allowable working stress
* Figures in row "D" denote total loading for allowable deflection of 1/180th of span
* Heavier loads can be met by custom forming of panel rib depths (subject to engineering)
* The intent of this data is to aid in the preliminary design and estimating for building requirements
* Other factors, including local and regional building codes must also be met