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

Two Span Capacities^{1,2,3,4,5,6,7,8,9,10}Laterally Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span #	Infl Pt L	Infl Pt R	L_y	# Brace Locs	Laps L R
	ft.	lb/ft.	in.	kips	kips	lb		in.	in.	in.
9 X 2.5 Z 12 G	20	283	-0.60	7.32	2.00	247
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
9 X 2.5 Z 12 G	22	270	-0.85	7.67	2.10	268
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
9 X 2.5 Z 12 G	24	217	-0.98	6.71	1.85	290
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
9 X 2.5 Z 12 G	25	194	-1.04	6.25	1.73	300
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
9 X 2.5 Z 12 G	28	133	-1.13	4.77	1.33	332
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
9 X 2.5 Z 12 G	30	126	-1.43	4.84	1.35	354
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-41

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9,10}Laterally Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span #	Infl Pt L	Infl Pt R	L_y	# Brace Locs	Laps L R
	ft.	lb/ft.	in.	kips	kips	lb		in.	in.	in.
9 X 2.5 Z 12 G	32	103	-1.53	4.23	1.19	375
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
9 X 2.5 Z 12 G	35	76	-1.63	3.41	0.96	407
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
9 X 2.5 Z 12 G	37	74	-2.00	3.51	0.99	428
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
9 X 2.5 Z 12 G	40	57	-2.13	2.92	0.83	460
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
9 X 2.5 Z 13 G	20	228	-0.60	5.91	1.61	200
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
9 X 2.5 Z 13 G	22	218	-0.84	6.20	1.70	217
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-42

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9,10}Laterally Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span #	Infl Pt L	Infl Pt R	L_y	# Brace Locs	Laps L R
	ft.	lb/ft.	in.	kips	kips	lb		in.	in.	in.
9 X 2.5 Z 13 G	24	175	-0.97	5.42	1.50	234
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
9 X 2.5 Z 13 G	25	158	-1.04	5.08	1.41	243
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
9 X 2.5 Z 13 G	28	108	-1.13	3.89	1.08	269
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
9 X 2.5 Z 13 G	30	103	-1.44	3.97	1.11	286
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
9 X 2.5 Z 13 G	32	84	-1.52	3.43	0.96	303
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
9 X 2.5 Z 13 G	35	61	-1.62	2.75	0.78	329
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-43

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9,10}Laterally Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span #	Infl Pt L	Infl Pt R	L_y	# Brace Locs	Laps L R
	ft.	lb/ft.	in.	kips	kips	lb		in.	in.	in.
9 X 2.5 Z 13 G	37	59	-1.97	2.80	0.79	347
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
9 X 2.5 Z 13 G	40	47	-2.14	2.39	0.68	373
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
9 X 2.5 Z 14 G	20	179	-0.57	4.64	1.26	165
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
9 X 2.5 Z 14 G	22	172	-0.80	4.88	1.34	179
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
9 X 2.5 Z 14 G	24	138	-0.93	4.27	1.18	193
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
9 X 2.5 Z 14 G	25	124	-0.98	3.99	1.10	200
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-44

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9,10}Laterally Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span #	Infl Pt L	Infl Pt R	L_y	# Brace Locs	Laps L R
	ft.	lb/ft.	in.	kips	kips	lb		in.	in.	in.
9 X 2.5 Z 14 G	28	85	-1.08	3.06	0.85	221
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
9 X 2.5 Z 14 G	30	81	-1.37	3.13	0.87	236
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
9 X 2.5 Z 14 G	32	65	-1.43	2.66	0.75	250
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
9 X 2.5 Z 14 G	35	48	-1.54	2.16	0.61	271
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
9 X 2.5 Z 14 G	37	47	-1.90	2.24	0.63	285
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
9 X 2.5 Z 14 G	40	37	-2.04	1.88	0.53	307
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-45

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9,10}Laterally Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span #	Infl Pt L	Infl Pt R	L_y	# Brace Locs	Laps L R
	ft.	lb/ft.	in.	kips	kips	lb		in.	in.	in.
9 X 2.5 Z 15 G	20	164	-0.56	4.25	1.16	153
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
9 X 2.5 Z 15 G	22	157	-0.79	4.47	1.23	166
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
9 X 2.5 Z 15 G	24	126	-0.91	3.90	1.08	179
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
9 X 2.5 Z 15 G	25	113	-0.97	3.65	1.01	186
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
9 X 2.5 Z 15 G	28	78	-1.06	2.80	0.78	206
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
9 X 2.5 Z 15 G	30	73	-1.33	2.83	0.79	219
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-46

15 October 1998

Two Span Capacities^{1,2,3,4,5,6,7,8,9,10}Laterally Braced
Z-Sections

Section	Span	Load	Defl	Int React	End React	Total Weight	Span #	Infl Pt L	Infl Pt R	L_y	# Brace Locs	Laps L R
	ft.	lb/ft.	in.	kips	kips	lb		in.	in.	in.
9 X 2.5 Z 15 G	32	59	-1.40	2.43	0.68	232
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
9 X 2.5 Z 15 G	35	44	-1.51	1.97	0.56