Z-Section Two Span Continuously Braced [ver 1.1 1098]

Two Span Capacities^{1,2,3,4,5,6,7,8,9}Continuously Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span 1 Laps L R		Span 2 Laps L R
	ft.	lb/ft.	in.	kips	kips	lb
9 X 2.5 Z 12 G	20	367	-0.78	9.51	2.59	247	0	3	3	0
9 X 2.5 Z 12 G	20	339	-0.76	8.71	2.43	236	0	2	2	0

9 X 2.5 Z 12 G	22	307	-0.97	8.73	2.40	268	0	3	3	0
9 X 2.5 Z 12 G	22	269	-0.89	7.58	2.13	258	0	2	2	0

9 X 2.5 Z 12 G	24	260	-1.17	8.03	2.21	290	0	3	3	0
9 X 2.5 Z 12 G	24	218	-1.04	6.70	1.89	279	0	2	2	0

9 X 2.5 Z 12 G	25	241	-1.28	7.74	2.14	300	0	3	3	0
9 X 2.5 Z 12 G	25	198	-1.11	6.33	1.79	290	0	2	2	0

9 X 2.5 Z 12 G	28	181	-1.54	6.50	1.81	332	0	3	3	0
9 X 2.5 Z 12 G	28	150	-1.35	5.37	1.53	322	0	2	2	0

9 X 2.5 Z 12 G	30	151	-1.71	5.81	1.62	354	0	3	3	0
9 X 2.5 Z 12 G	30	128	-1.53	4.90	1.40	343	0	2	2	0

9 X 2.5 Z 12 G	32	128	-1.90	5.26	1.48	375	0	3	3	0
9 X 2.5 Z 12 G	32	111	-1.72	4.51	1.29	364	0	2	2	0

9 X 2.5 Z 12 G	35	103	-2.22	4.62	1.30	407	0	3	3	0
9 X 2.5 Z 12 G	35	90	-2.01	3.99	1.15	396	0	2	2	0

9 X 2.5 Z 12 G	37	90	-2.43	4.26	1.20	428	0	3	3	0
9 X 2.5 Z 12 G	37	79	-2.24	3.73	1.07	417	0	2	2	0

9 X 2.5 Z 12 G	40	75	-2.78	3.81	1.08	460	0	3	3	0
9 X 2.5 Z 12 G	40	67	-2.59	3.38	0.98	449	0	2	2	0

III-J-25

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9}Continuously Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span 1 Laps L R		Span 2 Laps L R
	ft.	lb/ft.	in.	kips	kips	lb
9 X 2.5 Z 13 G	20	293	-0.76	7.57	2.07	200	0	3	3	0
9 X 2.5 Z 13 G	20	261	-0.72	6.70	1.87	191	0	2	2	0

9 X 2.5 Z 13 G	22	247	-0.95	7.01	1.92	217	0	3	3	0
9 X 2.5 Z 13 G	22	209	-0.85	5.89	1.65	208	0	2	2	0

9 X 2.5 Z 13 G	24	210	-1.17	6.51	1.80	234	0	3	3	0
9 X 2.5 Z 13 G	24	171	-1.00	5.26	1.48	226	0	2	2	0

9 X 2.5 Z 13 G	25	190	-1.24	6.11	1.69	243	0	3	3	0
9 X 2.5 Z 13 G	25	156	-1.08	4.99	1.41	234	0	2	2	0

9 X 2.5 Z 13 G	28	142	-1.49	5.12	1.42	269	0	3	3	0
9 X 2.5 Z 13 G	28	120	-1.32	4.28	1.22	260	0	2	2	0

9 X 2.5 Z 13 G	30	120	-1.68	4.63	1.29	286	0	3	3	0
9 X 2.5 Z 13 G	30	103	-1.51	3.95	1.13	278	0	2	2	0

9 X 2.5 Z 13 G	32	103	-1.88	4.23	1.19	303	0	3	3	0
9 X 2.5 Z 13 G	32	89	-1.70	3.63	1.04	295	0	2	2	0

9 X 2.5 Z 13 G	35	83	-2.20	3.73	1.05	329	0	3	3	0
9 X 2.5 Z 13 G	35	73	-2.01	3.25	0.93	321	0	2	2	0

9 X 2.5 Z 13 G	37	73	-2.42	3.45	0.97	347	0	3	3	0
9 X 2.5 Z 13 G	37	65	-2.24	3.04	0.87	338	0	2	2	0

9 X 2.5 Z 13 G	40	61	-2.77	3.09	0.88	373	0	3	3	0
9 X 2.5 Z 13 G	40	54	-2.58	2.75	0.79	364	0	2	2	0

III-J-26

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9}Continuously Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span 1 Laps L R		Span 2 Laps L R
	ft.	lb/ft.	in.	kips	kips	lb
9 X 2.5 Z 14 G	20	223	-0.70	5.77	1.57	165	0	3	3	0
9 X 2.5 Z 14 G	20	188	-0.62	4.82	1.34	157	0	2	2	0

9 X 2.5 Z 14 G	22	189	-0.88	5.36	1.47	179	0	3	3	0
9 X 2.5 Z 14 G	22	154	-0.76	4.33	1.22	172	0	2	2	0

9 X 2.5 Z 14 G	24	154	-1.03	4.77	1.31	193	0	3	3	0
9 X 2.5 Z 14 G	24	127	-0.90	3.91	1.10	186	0	2	2	0

9 X 2.5 Z 14 G	25	139	-1.11	4.48	1.24	200	0	3	3	0
9 X 2.5 Z 14 G	25	116	-0.97	3.72	1.05	193	0	2	2	0

9 X 2.5 Z 14 G	28	107	-1.35	3.84	1.07	221	0	3	3	0
9 X 2.5 Z 14 G	28	91	-1.22	3.26	0.93	214	0	2	2	0

9 X 2.5 Z 14 G	30	91	-1.54	3.51	0.98	236	0	3	3	0
9 X 2.5 Z 14 G	30	79	-1.39	3.01	0.86	229	0	2	2	0

9 X 2.5 Z 14 G	32	78	-1.73	3.22	0.90	250	0	3	3	0
9 X 2.5 Z 14 G	32	68	-1.58	2.79	0.80	243	0	2	2	0

9 X 2.5 Z 14 G	35	64	-2.04	2.86	0.81	271	0	3	3	0
9 X 2.5 Z 14 G	35	56	-1.88	2.51	0.72	264	0	2	2	0

9 X 2.5 Z 14 G	37	56	-2.25	2.66	0.75	285	0	3	3	0
9 X 2.5 Z 14 G	37	50	-2.10	2.35	0.68	278	0	2	2	0

9 X 2.5 Z 14 G	40	47	-2.60	2.40	0.68	307	0	3	3	0
9 X 2.5 Z 14 G	40	42	-2.44	2.15	0.62	300	0	2	2	0

III-J-27

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9}Continuously Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span 1 Laps L R		Span 2 Laps L R
	ft.	lb/ft.	in.	kips	kips	lb
9 X 2.5 Z 15 G	20	199	-0.68	5.16	1.41	153	0	3	3	0
9 X 2.5 Z 15 G	20	165	-0.59	4.23	1.18	146	0	2	2	0

9 X 2.5 Z 15 G	22	164	-0.83	4.67	1.28	166	0	3	3	0
9 X 2.5 Z 15 G	22	135	-0.72	3.81	1.07	159	0	2	2	0

9 X 2.5 Z 15 G	24	135	-0.97	4.18	1.15	179	0	3	3	0
9 X 2.5 Z 15 G	24	113	-0.86	3.46	0.98	173	0	2	2	0

9 X 2.5 Z 15 G	25	123	-1.05	3.96	1.10	186	0	3	3	0
9 X 2.5 Z 15 G	25	103	-0.93	3.31	0.93	179	0	2	2	0

9 X 2.5 Z 15 G	28	95	-1.30	3.42	0.95	206	0	3	3	0
9 X 2.5 Z 15 G	28	82	-1.17	2.91	0.83	199	0	2	2	0

9 X 2.5 Z 15 G	30	81	-1.48	3.13	0.88	219	0	3	3	0
9 X 2.5 Z 15 G	30	70	-1.34	2.69	0.77	212	0	2	2	0

9 X 2.5 Z 15 G	32	70	-1.66	2.88	0.81	232	0	3	3	0
9 X 2.5 Z 15 G	32	61	-1.53	2.50	0.71	225	0	2	2	0

9 X 2.5 Z 15 G	35	57	-1.97	2.57	0.72	252	0	3	3	0
9 X 2.5 Z 15 G	35	51	-1.82	2.26	0.65	245	0	2	2	0

9 X 2.5 Z 15 G	37	51	-2.18	2.39	0.68	265	0	3	3	0
9 X 2.5 Z 15 G	37	45	-2.04	2.12	0.61	258	0	2	2	0

9 X 2.5 Z 15 G	40	42	-2.53	2.17	0.61	285	0	3	3	0
9 X 2.5 Z 15 G	40	38	-2.37	1.94	0.56	278	0	2	2	0

III-J-28

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9}Continuously Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span 1 Laps L R		Span 2 Laps L R
	ft.	lb/ft.	in.	kips	kips	lb
9 X 2.5 Z 16 G	20	162	-0.60	4.18	1.14	139	0	3	3	0
9 X 2.5 Z 16 G	20	132	-0.52	3.39	0.95	133	0	2	2	0

9 X 2.5 Z 16 G	22	132	-0.73	3.74	1.03	151	0	3	3	0
9 X 2.5 Z 16 G	22	109	-0.64	3.08	0.87	145	0	2	2	0

9 X 2.5 Z 16 G	24	109	-0.86	3.37	0.93	163	0	3	3	0
9 X 2.5 Z 16 G	24	92	-0.76	2.81	0.79	157	0	2	2	0

9 X 2.5 Z 16 G	25	100	-0.94	3.21	0.89	169	0	3	3	0
9 X 2.5 Z 16 G	25	85	-0.84	2.70	0.76	163	0	2	2	0

9 X 2.5 Z 16 G	28	78	-1.17	2.79	0.78	187	0	3	3	0
9 X 2.5 Z 16 G	28	67	-1.06	2.39	0.68	181	0	2	2	0

9 X 2.5 Z 16 G	30	67	-1.33	2.57	0.72	199	0	3	3	0
9 X 2.5 Z 16 G	30	58	-1.22	2.22	0.63	193	0	2	2	0

9 X 2.5 Z 16 G	32	58	-1.50	2.36	0.66	211	0	3	3	0
9 X 2.5 Z 16 G	32	51	-1.39	2.07	0.59	205	0	2	2	0

9 X 2.5 Z 16 G	35	48	-1.80	2.13	0.60	229	0	3	3	0
9 X 2.5 Z 16 G	35	42	-1.66	1.87	0.54	223	0	2	2	0

9 X 2.5 Z 16 G	37	42	-1.99	1.98	0.56	241	0	3	3	0
9 X 2.5 Z 16 G	37	38	-1.86	1.77	0.51	235	0	2	2	0

9 X 2.5 Z 16 G	40	35	-2.32	1.81	0.51	259	0	3	3	0
9 X 2.5 Z 16 G	40	32	-2.18	1.62	0.47	253	0	2	2	0

III-J-29

15 October 1998