StrucJoist SJ-32-42-55 (Willamette)

TABLE VII

	SJ-32 Roof Load Table Allowable Load in Pounds per Lineal Foot
Span (ft)	9-1/2"			11-7/8"			14"			16"
	Deft l/240	Total Load		Defl l/240	Total Load		Defl l/240	Total Load		Defl l/240	Total Load
	Deft l/240	115%	125%	Defl l/240	115%	125%	Defl l/240	115%	125%	Defl l/240	115%	125%
10		233	253		270	294		270	294		270	294
11		193	210		246	267		246	267		246	267
12		163	177		218	236		226	245		226	245
13		139	151		186	202		209	227		209	227
14		120	131		161	175		194	211		194	211
15		105	114		140	152		181	197		181	197
16		92	100		123	134		170	185		170	185
17		82	89		110	119		160	174		160	174
18		73	80		98	106		151	165		151	165
19	63	66	72		88	96		144	156		144	156
20	55	59	65		79	86		136	148		136	148
21	48	54	59		72	78		130	141		130	141
22	42	49	54		66	72		119	130		124	135
23	37	45	49		60	65	106	109	119		119	129
24	32	41	43	54	55	60	94	101	109		114	124
25	29	38	38	48	51	56	84	93	101		109	118
26				43	47	51	75	86	93		101	110
27				39	44	48	67	80	87	91	94	102
28				35	41	44	60	74	80	82	87	95
29				31	38	41	55	69	73	74	81	88
30				28	36	38	50	65	66	67	76	82
31						35	45	60	60	61	71	77
32							41	55	55	56	67	73
33							38	50.	50	51	63	68
34							35	46	46	47	59	62
35							32	42	42	43	56	57
36							29	39	39	40	53	53
37							27	36	36	37	49	49
38										34	45	45
39										31	42	42
40										29	39	39

	SJ-42 Roof Load Table Allowable Load in Pounds per Lineal Foot
Span (ft)	9-1/2"			11-7/8"			14"			16"
	Defl l/240	Total Load		Defl l/240	Total Load		Defl l/240	Total Load		Defl l/240	Total Load
	Defl l/240	115%	125%	Defl l/240	115%	125%	Defl l/240	115%	125%	Defl l/240	115%	125%
10		253	275		288	313		288	313		288	313
11		231	251		262	285		262	285		262	285
12		212	230		241	262		241	262		241	262
13		196	213		223	242		223	242		223	242
14		182	198		207	225		207	225		207	225
15		170	185		193	210		193	210		193	210
16		160	173		182	197		182	197		182	197
17	137	150	163		171	186		171	186		171	186
18	118	142	154		162	176		162	176		162	176
19	101	135	135		153	166		153	166		153	166
20	88	117	117	144	146	158		146	158		146	158
21	76	102	102	126	139	151		139	151		139	151
22	67	89	89	111	132	144		132	144		132	144
23	59	79	79	98	126	131		127	138		127	138
24	52	70	70	87	116	116		122	132		122	132
25	47	62	62	77	103	103	112	117	127		117	127
26	42	56	56	69	92	92	100	112	122		112	122
27	37	50	50	62	83	83	90	108	118		108	118
28	34	45	45	56	75	75	81	104	108		104	113
29	30	41	41	51	68	68	74	98	98	99	101	110
30	28	37	37	46	61	61	67	89	89	90	97	106
31				42	56	56	61	81	81	82	94	102
32				38	51	51	56	74	74	75	91	99
33				35	47	47	51	68	68	68	89	91
34				32	43	43	47	62	62	63	84	84
35				30	39	39	43	57	57	58	77	77
36				27	36	36	40	53	53	53	71	71
37							37	49	49	49	66	66
38							34	45	45	46	61	61
39							31	42	42	42	57	57
40							29	39	39	39	53	53

	SJ-55 Roof Load Table Allowable Load in Pounds per Lineal Foot
Span (ft)	11-7/8"			14"			16"
	Defl l/240	Total Load		Defl l/240	Total Load		Defl l/240	Total Load
	Defl l/240	115%	125%	Defl l/240	115%	125%	Defl l/240	115%	125%
10		315	342		315	342		315	342
11		287	312		287	312		287	312
12		264	286		264	286		264	286
13		244	265		244	265		244	265
14		226	246		226	246		226	246
15		212	230		212	230		212	230
16		199	216		199	216		199	216
17		187	203		187	203		187	203
18		177	192		177	192		177	192
19		168	182		168	182		168	182
20		159	173		159	173		159	173
21	143	152	165		152	165		152	165
22	125	145	158		145	158		145	158
23	110	139	147		139	151		139	151
24	98	131	131		133	145		133	145
25	87	116	116	126	128	139		128	139
26	78	104	104	113	123	133		123	133
27	70	93	93	101	118	129		118	129
28	63	84	84	91	114	122		114	124
29	57	76	76	83	110	110		110	120
30	52	69	69	75	100	100	101	107	116
31	47	63	63	68	91	91	92	103	112
32	43	57	57	62	83	83	84	100	109
33	39	52	52	57	76	76	77	97	103
34	36	48	48	52	70	70	71	94	94
35	33	44	44	48	64	64	65	87	87
36	30	41	41	44	59	59	60	80	80
37	28	37	37	41	55	55	55	74	74
38	26	35	35	38	50	50	51	68	68
39				35	47	47	47	63	63
40				33	43	43	44	59	59

Notes:

All roof joists to be sloped 1/4" per foot minimum and use of these tables is limited to roof slopes of 3 1/2" per foot maximum. Use StrucJoist roof span table for greater slopes.
Total load values are based on single joists spaced at 24" o.c. or less (repetitive member). Double joists should be designed using StrucJoist design properties.
Total load deflection is limited to L/180. For stiffer deflection criteria, use the L/240 column.
Allowable loads shown may be used for simple or multiple spans. Outermost spans in multiple-span applications must be at least 40% of adjacent span.
Spans are based on clear distance between supports.
Web stiffeners are required at interior supports of multiple spans.
Contact Willamette Technical Support at 1 -800-942-9927 for applications with holes.

StrucJoist SJ-32-42-55 - Page 6