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.
10 X 3.5 Z 12 G	20	429	-0.58	11.11	3.03	296
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.5 Z 12 G	22	379	-0.76	10.77	2.95	322
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 3.5 Z 12 G	24	314	-0.90	9.73	2.68	348
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.5 Z 12 G	25	287	-0.98	9.26	2.56	360
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 3.5 Z 12 G	28	207	-1.12	7.43	2.07	399
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.5 Z 12 G	30	182	-1.32	7.02	1.96	425
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-16

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.
10 X 3.5 Z 12 G	32	151	-1.43	6.21	1.74	450
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.5 Z 12 G	35	117	-1.60	5.25	1.48	489
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 3.5 Z 12 G	37	109	-1.87	5.15	1.45	514
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.5 Z 12 G	40	88	-2.08	4.49	1.27	553
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 3.5 Z 13 G	20	339	-0.56	8.78	2.39	240
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.5 Z 13 G	22	294	-0.72	8.36	2.29	261
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-17

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.
10 X 3.5 Z 13 G	24	240	-0.85	7.43	2.05	281
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.5 Z 13 G	25	219	-0.91	7.05	1.95	292
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 3.5 Z 13 G	28	164	-1.09	5.88	1.64	323
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.5 Z 13 G	30	142	-1.26	5.47	1.53	344
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 3.5 Z 13 G	32	121	-1.40	4.94	1.39	364
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.5 Z 13 G	35	94	-1.58	4.21	1.19	395
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-18

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.
10 X 3.5 Z 13 G	37	85	-1.80	4.03	1.14	416
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.5 Z 13 G	40	69	-2.00	3.51	0.99	447
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 3.5 Z 14 G	20	241	-0.48	6.24	1.70	198
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.5 Z 14 G	22	196	-0.58	5.57	1.53	215
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 3.5 Z 14 G	24	163	-0.69	5.03	1.39	232
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.5 Z 14 G	25	148	-0.75	4.78	1.32	240
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-19

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.
10 X 3.5 Z 14 G	28	115	-0.93	4.14	1.15	266
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.5 Z 14 G	30	99	-1.07	3.83	1.07	283
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 3.5 Z 14 G	32	86	-1.21	3.53	0.99	300
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.5 Z 14 G	35	69	-1.39	3.07	0.87	326
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 3.5 Z 14 G	37	62	-1.59	2.95	0.83	343
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.5 Z 14 G	40	51	-1.79	2.60	0.74	368
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-20

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.
10 X 3.5 Z 15 G	20	202	-0.44	5.22	1.42	184
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.5 Z 15 G	22	166	-0.53	4.72	1.29	199
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 3.5 Z 15 G	24	138	-0.63	4.28	1.18	215
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.5 Z 15 G	25	127	-0.69	4.09	1.13	223
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 3.5 Z 15 G	28	100	-0.87	3.59	1.00	247
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.5 Z 15 G	30	86	-0.99	3.31	0.92	263
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-21

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.
10 X 3.5 Z 15 G	32	75	-1.13	3.07	0.86	279
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3