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.
6 X 2.5 Z 12 G	18	226	-0.86	5.24	1.45	172
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
6 X 2.5 Z 12 G	20	171	-0.95	4.42	1.21	197
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
6 X 2.5 Z 12 G	22	159	-1.32	4.53	1.24	214
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
6 X 2.5 Z 12 G	24	129	-1.52	3.99	1.10	231
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
6 X 2.5 Z 12 G	25	117	-1.63	3.75	1.04	240
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
6 X 2.5 Z 12 G	26	106	-1.74	3.53	0.98	248
							1	0.0	89.5	78.0	3	0	3
							2	89.5	0.0	78.0	3	3	0

III-M-83

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.
6 X 2.5 Z 12 G	27	93	-1.78	3.22	0.89	257
							1	0.0	92.7	81.0	3	0	3
							2	92.7	0.0	81.0	3	3	0
6 X 2.5 Z 12 G	28	82	-1.83	2.95	0.82	265
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
6 X 2.5 Z 13 G	15	290	-0.63	5.61	1.54	118
							1	0.0	52.6	60.0	2	0	2
							2	52.6	0.0	60.0	2	2	0
6 X 2.5 Z 13 G	16	249	-0.71	5.14	1.42	125
							1	0.0	55.6	64.0	2	0	2
							2	55.6	0.0	64.0	2	2	0
6 X 2.5 Z 13 G	18	183	-0.85	4.25	1.18	139
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
6 X 2.5 Z 13 G	20	139	-0.95	3.59	0.98	160
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0

III-M-84

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.
6 X 2.5 Z 13 G	22	129	-1.30	3.67	1.01	174
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
6 X 2.5 Z 13 G	24	106	-1.54	3.28	0.90	187
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
6 X 2.5 Z 13 G	25	96	-1.64	3.08	0.85	194
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
6 X 2.5 Z 13 G	26	86	-1.73	2.86	0.79	201
							1	0.0	89.5	78.0	3	0	3
							2	89.5	0.0	78.0	3	3	0
6 X 2.5 Z 13 G	27	75	-1.77	2.61	0.73	208
							1	0.0	92.7	81.0	3	0	3
							2	92.7	0.0	81.0	3	3	0
6 X 2.5 Z 13 G	28	66	-1.81	2.38	0.66	215
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0

III-M-85

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.
6 X 2.5 Z 14 G	15	228	-0.60	4.41	1.21	97
							1	0.0	52.6	60.0	2	0	2
							2	52.6	0.0	60.0	2	2	0
6 X 2.5 Z 14 G	16	196	-0.67	4.04	1.11	103
							1	0.0	55.6	64.0	2	0	2
							2	55.6	0.0	64.0	2	2	0
6 X 2.5 Z 14 G	18	144	-0.81	3.34	0.93	114
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
6 X 2.5 Z 14 G	20	109	-0.89	2.81	0.77	132
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
6 X 2.5 Z 14 G	22	103	-1.25	2.92	0.80	143
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
6 X 2.5 Z 14 G	24	84	-1.46	2.58	0.71	154
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0

III-M-86

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.
6 X 2.5 Z 14 G	25	75	-1.56	2.43	0.67	160
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
6 X 2.5 Z 14 G	26	66	-1.62	2.22	0.62	166
							1	0.0	89.5	78.0	3	0	3
							2	89.5	0.0	78.0	3	3	0
6 X 2.5 Z 14 G	27	58	-1.66	2.02	0.56	171
							1	0.0	92.7	81.0	3	0	3
							2	92.7	0.0	81.0	3	3	0
6 X 2.5 Z 14 G	28	51	-1.70	1.85	0.52	177
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
6 X 2.5 Z 15 G	15	208	-0.59	4.04	1.11	90
							1	0.0	52.6	60.0	2	0	2
							2	52.6	0.0	60.0	2	2	0
6 X 2.5 Z 15 G	16	179	-0.66	3.70	1.02	96
							1	0.0	55.6	64.0	2	0	2
							2	55.6	0.0	64.0	2	2	0

III-M-87

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.
6 X 2.5 Z 15 G	18	132	-0.80	3.06	0.85	106
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
6 X 2.5 Z 15 G	20	100	-0.89	2.60	0.71	122
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
6 X 2.5 Z 15 G	22	94	-1.23	2.67	0.73	133
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
6 X 2.5 Z 15 G	24	76	-1.43	2.35	0.65	143
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
6 X 2.5 Z 15 G	25	68	-1.51	2.19	0.61	149
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
6 X 2.5 Z 15 G	26	60	-1.58	2.02	0.56	154
							1	0.0	89.5	78.0	3	0	3
							2	89.5	0.0	78.0	3	3	0

III-M-88

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