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.
12 X 3.5 Z 12 G	20	546	-0.48	14.13	3.85	329
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
12 X 3.5 Z 12 G	22	473	-0.61	13.43	3.68	358
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
12 X 3.5 Z 12 G	24	388	-0.72	12.00	3.31	386
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
12 X 3.5 Z 12 G	25	352	-0.78	11.34	3.14	401
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
12 X 3.5 Z 12 G	28	262	-0.92	9.43	2.62	443
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
12 X 3.5 Z 12 G	30	230	-1.08	8.86	2.48	472
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-1

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.
12 X 3.5 Z 12 G	32	193	-1.18	7.93	2.22	500
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
12 X 3.5 Z 12 G	35	149	-1.32	6.68	1.88	543
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
12 X 3.5 Z 12 G	37	138	-1.54	6.51	1.84	571
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
12 X 3.5 Z 12 G	40	112	-1.72	5.70	1.62	614
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
12 X 3.5 Z 13 G	20	372	-0.40	9.63	2.63	267
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
12 X 3.5 Z 13 G	22	306	-0.49	8.68	2.38	290
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-2

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.
12 X 3.5 Z 13 G	24	254	-0.58	7.85	2.17	313
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
12 X 3.5 Z 13 G	25	234	-0.63	7.52	2.08	324
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
12 X 3.5 Z 13 G	28	183	-0.80	6.60	1.84	359
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
12 X 3.5 Z 13 G	30	158	-0.91	6.08	1.70	382
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
12 X 3.5 Z 13 G	32	137	-1.04	5.63	1.58	405
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
12 X 3.5 Z 13 G	35	110	-1.20	4.94	1.39	440
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-3

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.
12 X 3.5 Z 13 G	37	100	-1.37	4.73	1.34	463
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
12 X 3.5 Z 13 G	40	82	-1.55	4.18	1.19	497
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
12 X 3.5 Z 14 G	20	228	-0.30	5.90	1.61	220
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
12 X 3.5 Z 14 G	22	190	-0.37	5.41	1.48	239
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
12 X 3.5 Z 14 G	24	162	-0.45	5.02	1.39	258
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
12 X 3.5 Z 14 G	25	150	-0.49	4.82	1.33	267
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-4

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.
12 X 3.5 Z 14 G	28	120	-0.63	4.32	1.20	296
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
12 X 3.5 Z 14 G	30	105	-0.74	4.05	1.13	315
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
12 X 3.5 Z 14 G	32	92	-0.84	3.78	1.06	334
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
12 X 3.5 Z 14 G	35	77	-1.02	3.45	0.97	362
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
12 X 3.5 Z 14 G	37	69	-1.14	3.25	0.92	381
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
12 X 3.5 Z 14 G	40	59	-1.34	2.99	0.85	409
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-5

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.
12 X 3.0 Z 12 G							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
	22	471	-0.67	13.40	3.67	340
12 X 3.0 Z 12 G							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
	24	383	-0.78	11.86	3.27	367
12 X 3.0 Z 12 G							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
	25	348	-0.84	11.20	3.10	381
12 X 3.0 Z 12 G							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
	28	244	-0.94	8.76	2.44	421
12 X 3.0 Z 12 G							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
12 X 3.0 Z 12 G	30	224	-1.15	8.61	2.41	448
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-6

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.
12 X 3.0 Z 12 G	32	183	-1.23	7.51	2.11	475
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
12 X 3.0 Z 12 G	35	139	-1.34	6.21	1.75	516							&nb