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.
8 X 2.5 Z 16 G	37	33	-2.07	1.56	0.44	224
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 2.5 Z 16 G	40	25	-2.20	1.30	0.37	241
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
7 X 2.5 Z 12 G	15	436	-0.54	8.44	2.31	158
							1	0.0	52.6	60.0	2	0	2
							2	52.6	0.0	60.0	2	2	0
7 X 2.5 Z 12 G	16	374	-0.60	7.71	2.12	168
							1	0.0	55.6	64.0	2	0	2
							2	55.6	0.0	64.0	2	2	0
7 X 2.5 Z 12 G	18	276	-0.73	6.38	1.77	186
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
7 X 2.5 Z 12 G	20	207	-0.80	5.36	1.46	214
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0

III-M-74

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.
7 X 2.5 Z 12 G	22	194	-1.11	5.50	1.51	232
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
7 X 2.5 Z 12 G	24	157	-1.29	4.87	1.34	251
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
7 X 2.5 Z 12 G	25	142	-1.38	4.56	1.26	260
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
7 X 2.5 Z 12 G	26	126	-1.44	4.22	1.17	269
							1	0.0	89.5	78.0	3	0	3
							2	89.5	0.0	78.0	3	3	0
7 X 2.5 Z 12 G	27	110	-1.48	3.84	1.07	278
							1	0.0	92.7	81.0	3	0	3
							2	92.7	0.0	81.0	3	3	0
7 X 2.5 Z 12 G	28	99	-1.53	3.55	0.99	288
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0

III-M-75

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.
7 X 2.5 Z 13 G	15	353	-0.54	6.84	1.88	128
							1	0.0	52.6	60.0	2	0	2
							2	52.6	0.0	60.0	2	2	0
7 X 2.5 Z 13 G	16	305	-0.60	6.28	1.73	136
							1	0.0	55.6	64.0	2	0	2
							2	55.6	0.0	64.0	2	2	0
7 X 2.5 Z 13 G	18	223	-0.72	5.17	1.43	151
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
7 X 2.5 Z 13 G	20	168	-0.80	4.34	1.18	173
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
7 X 2.5 Z 13 G	22	158	-1.11	4.49	1.23	188
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
7 X 2.5 Z 13 G	24	127	-1.28	3.94	1.09	203
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0

III-M-76

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.
7 X 2.5 Z 13 G	25	115	-1.37	3.70	1.02	210
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
7 X 2.5 Z 13 G	26	103	-1.45	3.46	0.96	218
							1	0.0	89.5	78.0	3	0	3
							2	89.5	0.0	78.0	3	3	0
7 X 2.5 Z 13 G	27	91	-1.49	3.15	0.88	225
							1	0.0	92.7	81.0	3	0	3
							2	92.7	0.0	81.0	3	3	0
7 X 2.5 Z 13 G	28	80	-1.52	2.88	0.80	233
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
7 X 2.5 Z 14 G	15	279	-0.51	5.40	1.48	106
							1	0.0	52.6	60.0	2	0	2
							2	52.6	0.0	60.0	2	2	0
7 X 2.5 Z 14 G	16	239	-0.57	4.94	1.36	112
							1	0.0	55.6	64.0	2	0	2
							2	55.6	0.0	64.0	2	2	0

III-M-77

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.
7 X 2.5 Z 14 G	18	175	-0.68	4.06	1.13	124
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
7 X 2.5 Z 14 G	20	132	-0.76	3.41	0.93	143
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
7 X 2.5 Z 14 G	22	124	-1.05	3.52	0.97	155
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
7 X 2.5 Z 14 G	24	101	-1.23	3.14	0.87	167
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
7 X 2.5 Z 14 G	25	91	-1.32	2.94	0.81	173
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
7 X 2.5 Z 14 G	26	81	-1.38	2.72	0.76	179
							1	0.0	89.5	78.0	3	0	3
							2	89.5	0.0	78.0	3	3	0

III-M-78

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.
7 X 2.5 Z 14 G	27	71	-1.41	2.48	0.69	186
							1	0.0	92.7	81.0	3	0	3
							2	92.7	0.0	81.0	3	3	0
7 X 2.5 Z 14 G	28	62	-1.44	2.25	0.63	192
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
7 X 2.5 Z 15 G	15	254	-0.50	4.92	1.35	98
							1	0.0	52.6	60.0	2	0	2
							2	52.6	0.0	60.0	2	2	0
7 X 2.5 Z 15 G	16	219	-0.56	4.52	1.24	104
							1	0.0	55.6	64.0	2	0	2
							2	55.6	0.0	64.0	2	2	0
7 X 2.5 Z 15 G	18	161	-0.67	3.72	1.03	115
							1	0.0	61.8	72.0	2	0	2
							2	61.8	0.0	72.0	2	2	0
7 X 2.5 Z 15 G	20	120	-0.74	3.11	0.85	132
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0

III-M-79

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.
7 X 2.5 Z 15 G	22	113	-1.04	3.22	0.88	144
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0