Loading Tables
	Roof Load Capacity Table
	Self-Framing Shed type Building (Metric)
Span (m)	Allowable Load (kPa)
	0.61mm(24GA.)		0.76mm(22GA).				0.91mm(20GA)				1.21 mm(18GA.)
1:3 Slope	406 x 76		406 x 76		356 x 102		406 x 76		356 x 102		406 x 76		356 x 102
	S	D	S	D	S	D	S	D	S	D	S	D	S	D
2.44	2.44	4.98	4.11	6.18	6.46	13.07	4.93	7.32			6.37	9.53
2.74	1.92	3.50	3.26	4.31	5.08	9.19	3.88	5.12	6.56	10.92	5.03	6.70
3.05	1.53	2.54	2.63	3.16	4.12	6.70	3.11	3.73	5.27	7.95	4.02	4.88	6.90	10.44
3.35	1.24	1.92	2.15	2.39	3.35	5.03	2.54	2.82	4.36	5.99	3.30	3.69	5.70	7.80
3.66	1.05	1.48	1.77	1.82	2.82	3.88	2.11	2.15	3.64	4.60	2.78	2.82	4.74	6.03
3.96	0.86	1.15	1.44	1.44	2.39	3.06	1.72	1.72	3.06	3.64	2.20	2.20	4.02	4.74
4.27			1.15	1.15	2.06	2.44	1.39	1.39	2.63	2.92	1.77	1.77	3.45	3.78
4.57					1.77	1.96	1.10	1.10	2.30	2.35	1.44	1.44	2.97	3.06
4.88					1.53	1.63			1.96	1.96	1.20	1.20	2.54	2.54
5.18					1.34	1.34			1.63	1.63	1.10	1.10	2.11	2.11
5.49					1.15	1.15			1.39	1.39			1.77	1.77
5.79									1.15	1.15			1.53	1.53
6.10													1.29	1.29
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