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 16 G	37	37	-1.73	1.73	0.49	241
							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 16 G	40	28	-1.84	1.43	0.41	259
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 3.5 Z 12 G	20	320	-0.73	8.28	2.26	263
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.5 Z 12 G	22	283	-0.95	8.03	2.20	286
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 3.5 Z 12 G	24	234	-1.13	7.23	1.99	309
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.5 Z 12 G	25	214	-1.22	6.89	1.90	320
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-49

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.
8 X 3.5 Z 12 G	28	154	-1.40	5.53	1.54	354
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.5 Z 12 G	30	136	-1.65	5.24	1.46	377
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 3.5 Z 12 G	32	113	-1.79	4.64	1.30	400
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.5 Z 12 G	35	89	-2.03	3.97	1.12	434
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 3.5 Z 12 G	37	80	-2.31	3.79	1.07	457
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 3.5 Z 12 G	40	65	-2.58	3.31	0.94	491
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-50

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.
8 X 3.5 Z 13 G	20	252	-0.70	6.52	1.78	213
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.5 Z 13 G	22	223	-0.92	6.34	1.74	232
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 3.5 Z 13 G	24	184	-1.09	5.71	1.57	250
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.5 Z 13 G	25	169	-1.18	5.44	1.50	259
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 3.5 Z 13 G	28	122	-1.37	4.39	1.22	287
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.5 Z 13 G	30	109	-1.62	4.18	1.17	305
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-51

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.
8 X 3.5 Z 13 G	32	89	-1.74	3.66	1.03	324
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.5 Z 13 G	35	69	-1.95	3.10	0.87	351
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 3.5 Z 13 G	37	63	-2.25	3.00	0.85	370
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 3.5 Z 13 G	40	51	-2.50	2.61	0.74	397
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 3.5 Z 14 G	20	202	-0.68	5.22	1.42	176
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.5 Z 14 G	22	176	-0.88	5.00	1.37	191
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-52

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.
8 X 3.5 Z 14 G	24	147	-1.05	4.55	1.26	206
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.5 Z 14 G	25	133	-1.13	4.29	1.19	214
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 3.5 Z 14 G	28	98	-1.33	3.54	0.98	236
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.5 Z 14 G	30	85	-1.54	3.28	0.92	251
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 3.5 Z 14 G	32	71	-1.67	2.92	0.82	267
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.5 Z 14 G	35	55	-1.87	2.46	0.69	289
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-53

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.
8 X 3.5 Z 14 G	37	50	-2.16	2.39	0.67	305
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 3.5 Z 14 G	40	41	-2.44	2.11	0.60	327
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 3.5 Z 15 G	20	181	-0.66	4.68	1.28	163
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.5 Z 15 G	22	156	-0.84	4.44	1.22	177
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 3.5 Z 15 G	24	129	-1.00	4.00	1.10	191
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.5 Z 15 G	25	117	-1.07	3.77	1.04	198
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-54

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

in.

8 X 3.5 Z 15 G

-1.27

3.14

0.88

219

0.0

95.7

84.0