Simple Span Capacities ^{1,2,3,4,5,6,7,8}
Universal Eave Strut Sections

Section	Span	Load	Defl	React		Section	Span	Load	Defl	React
	ft.	lb/ft.	in.	kips			ft.	lb/ft.	in.	kips
10 X 5 UE 12 G	20	284	1.05	2.84		8 X 5 UE 12 G	12	580	0.46	3.48
	22	234	1.27	2.58			14	426	0.62	2.98
	24	197	1.51	2.36			15	371	0.71	2.78
	25	182	1.64	2.27			18	258	1.03	2.32
	28	145	2.06	2.03			20	209	1.27	2.09
	30	126	2.36	1.89			22	173	1.53	1.90
	32	111	2.69	1.77			24	145	1.83	1.74
	34	98	3.04	1.67			25	134	1.98	1.67
	35	93	3.22	1.62			28	106	2.48	1.49
	38	79	3.79	1.49			30	93	2.85	1.39
10 X 5 UE 13 G	20	214	1.01	2.14		8 X 5 UE 13 G	12	447	0.45	2.68
	22	177	1.22	1.94			14	328	0.61	2.30
	24	148	1.45	1.78			15	286	0.70	2.14
	25	137	1.58	1.71			18	199	1.01	1.79
	28	109	1.98	1.53			20	161	1.25	1.61
	30	95	2.27	1.42			22	133	1.51	1.46
	32	83	2.59	1.33			24	112	1.80	1.34
	34	74	2.92	1.26			25	103	1.95	1.29
	35	70	3.09	1.22			28	82	2.44	1.15
	38	59	3.65	1.12			30	71	2.81	1.07
10 X 5 UE 14 G	20	158	0.97	1.58		8 X 5 UE 14 G	12	341	0.43	2.05
	22	131	1.18	1.44			14	251	0.59	1.76
	24	110	1.40	1.32			15	218	0.67	1.64
	25	101	1.52	1.27			18	152	0.97	1.37
	28	81	1.91	1.13			20	123	1.19	1.23
	30	70	2.19	1.06			22	102	1.45	1.12
	32	62	2.49	0.99			24	85	1.72	1.02
	34	55	2.81	0.93			25	79	1.87	0.98
	35	52	2.98	0.91			28	63	2.34	0.88
	38	44	3.51	0.83			30	55	2.69	0.82

V-H-1

15 October 1998

Simple Span Capacities ^{1,2,3,4,5,6,7,8}
Universal Eave Strut Sections

Section	Span	Load	Defl	React		Section	Span	Load	Defl	React
	ft.	lb/ft.	in.	kips			ft.	lb/ft.	in.	kips
8 X 5 UE 15 G	12	306	0.42	1.83		6 X 5 UE 13 G	10	437	0.39	2.19
	14	225	0.57	1.57			12	304	0.57	1.82
	15	196	0.66	1.47			14	223	0.77	1.56
	18	136	0.95	1.22			15	194	0.89	1.46
	20	110	1.17	1.10			18	135	1.28	1.21
	22	91	1.41	1.00			20	109	1.58	1.09
	24	76	1.68	0.92			22	90	1.91	0.99
	25	70	1.82	0.88			24	76	2.27	0.91
	28	56	2.29	0.79			25	70	2.47	0.87
	30	49	2.63	0.73			28	56	3.10	0.78
8 X 5 UE 16 G	12	266	0.41	1.60		6 X 5 UE 14 G	10	345	0.39	1.72
	14	196	0.56	1.37			12	239	0.56	1.44
	15	170	0.64	1.28			14	176	0.77	1.23
	18	118	0.92	1.06			15	153	0.88	1.15
	20	96	1.14	0.96			18	106	1.27	0.96
	22	79	1.38	0.87			20	86	1.57	0.86
	24	67	1.64	0.80			22	71	1.90	0.78
	25	61	1.78	0.77			24	60	2.26	0.72
	28	49	2.24	0.68			25	55	2.45	0.69
	30	43	2.57	0.64			28	44	3.07	0.62
6 X 5 UE 12 G	10	569	0.40	2.85		6 X 5 UE 15 G	10	315	0.39	1.58
	12	395	0.58	2.37			12	219	0.56	1.31
	14	290	0.79	2.03			14	161	0.77	1.13
	15	253	0.90	1.90			15	140	0.88	1.05
	18	176	1.30	1.58			18	97	1.27	0.88
	20	142	1.61	1.42			20	79	1.56	0.79
	22	118	1.94	1.29			22	65	1.89	0.72
	24	99	2.31	1.19			24	55	2.25	0.66
	25	91	2.51	1.14			25	50	2.44	0.63
	28	73	3.15	1.02			28	40	3.06	0.56

V-H-2

15 October 1998

Simple Span Capacities ^{1,2,3,4,5,6,7,8}
Universal Eave Strut Sections

Section	Span	Load	Defl	React		Section	Span	Load	Defl	React
	ft.	lb/ft.	in.	kips			ft.	lb/ft.	in.	kips
6 X 5 UE 16 G	10	281	0.39	1.41
	12	195	0.56	1.17
	14	143	0.76	1.00
	15	125	0.88	0.94
	18	87	1.26	0.78
	20	70	1.56	0.70
	22	58	1.89	0.64
	24	49	2.24	0.59
	25	45	2.43	0.56
	28	36	3.05	0.50

V-H-3

15 October 1998