Loading Tables
	Roof Load Capacity Table
	R 16-3 Roof Panels
	Self-Framing Gable 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	6.74	39.90
2.74	5.51	28.00
3.05	4.56	20.40	7.88	25.30
3.35	3.85	15.30	6.65	19.00
3.66	3.28	11.80	5.65	14.60			7.27	17.40
3.96	2.85	9.30	4.89	11.50			6.22	13.60
4.27	2.47	7.40	4.27	9.20	5.98	19.50	5.41	10.90
4.57	2.18	6.00	3.75	7.50	5.32	15.90	4.70	8.90			6.55	11.60
4.88	1.90	5.00	3.32	6.20	4.75	13.10	4.18	7.30	6.41	15.60	5.75	9.50
5.18	1.71	4.20	2.94	5.10	4.23	10.90	3.70	6.10	5.70	13.00	5.08	7.90
5.49	1.52	3.50	2.61	4.30	3.80	9.20	3.28	5.10	5.13	10.90	4.56	6.70	7.22	14.30
5.79	1.38	3.00	2.37	3.70	3.47	7.80	2.94	4.40	4.66	9.30	4.04	5.70	6.51	12.20
6.10	1.23	2.50	2.14	3.20	3.13	6.70	2.66	3.70	4.23	7.90	3.66	4.90	5.89	10.40
6.40	1.14	2.20	1.95	2.70	2.85	5.80	2.42	3.30	3.85	6.90	3.28	4.20	5.32	9.00
6.71	1.04	1.90	1.76	2.40	2.61	5.00	2.18	2.80	3.51	6.00	2.99	3.70	4.89	7.80
7.01	0.95	1.70	1.61	2.1`	2.42	4.40	1.99	2.40	3.23	5.20	2.71	3.20	4.46	6.80
7.32	0.85	1.50	1.47	1.80	2.23	3.90	1.85	2.20	2.94	4.60	2.47	2.80	4.08	6.00
7.62	0.81	1.30	1.38	1.60	2.04	3.40	1.66	1.90	2.71	4.10	2.28	2.50	3.75	5.30
7.92	0.71	1.20	1.23	1.40	1.90	3.10	1.57	1.70	2.52	3.60	2.09	2.20	3.46	4.70
8.23			1.14	1.30	1.76	2.70	1.42	1.50	2.33	3.30	1.66	2.00	3.23	4.20
8.54			1.09	1.20	1.61	2.40	1.14	1.40	2.18	2.90	1.52	1.80	2.99	3.80
8.84			0.85	1.10	1.52	2.20	1.04	1.20	2.04	2.60	1.38	1.60	2.75	3.40
9.14			0.81	1.00	1.42	2.00	0.95	1.10	1.90	2.30	1.28	1.40	2.56	3.10
9.45					1.33	1.80	0.90	1.00	1.76	2.20	1.14	1.30	2.42	2.80
9.75					1.23	1.60			1.66	2.00	1.04	1.20	2.23	2.50
10.06					1.19	1.50			1.57	1.80	1.00	1.10	2.09	2.30
10.36					1.09	1.40			1.47	1.60	0.90	1.00	1.95	2.10
10.67					1.04	1.30			1.38	1.50			1.57	2.00
10.97					0.95	1.20			1.09	1.40			1.47	1.80
11.28					0.90	1.00			1.04	1.20			1.38	1.60
11.58									0.95	1.10			1.28	1.50
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