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	kips	lb		in.	in.	in.
8 X 3.5 Z 15 G	28	87	-1.27	3.14	0.88	219
							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 15 G	30	76	-1.47	2.92	0.81	233
							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 15 G	32	64	-1.62	2.63	0.74	248
							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 15 G	35	49	-1.81	2.21	0.62	269
							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 15 G	37	46	-2.12	2.17	0.61	283
							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 15 G	40	37	-2.33	1.87	0.53	304
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-55

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 16 G	20	155	-0.62	4.02	1.10	148
							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 16 G	22	131	-0.78	3.73	1.02	161
							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 16 G	24	107	-0.91	3.31	0.91	174
							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 16 G	25	97	-0.98	3.14	0.87	180
							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 16 G	28	75	-1.20	2.69	0.75	199
							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 16 G	30	64	-1.36	2.45	0.69	212
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-56

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 16 G	32	55	-1.53	2.25	0.63	225
							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 16 G	35	43	-1.75	1.94	0.55	244
							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 16 G	37	39	-1.98	1.85	0.52	257
							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 16 G	40	32	-2.20	1.61	0.46	276
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 3.0 Z 12 G	20	306	-0.77	7.93	2.16	247
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.0 Z 12 G	22	277	-1.03	7.88	2.16	268
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-57

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 3.0 Z 12 G	24	227	-1.21	7.03	1.94	290
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.0 Z 12 G	25	207	-1.31	6.66	1.84	300
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 3.0 Z 12 G	28	146	-1.48	5.26	1.46	332
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.0 Z 12 G	30	132	-1.78	5.09	1.42	354
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 3.0 Z 12 G	32	110	-1.93	4.51	1.26	375
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.0 Z 12 G	35	84	-2.14	3.78	1.07	407
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-58

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 3.0 Z 12 G	37	77	-2.47	3.66	1.03	428
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 3.0 Z 12 G	40	62	-2.72	3.16	0.90	460
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 3.0 Z 12 G	20	224	-0.69	5.80	1.58	200
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.0 Z 12 G	22	203	-0.93	5.77	1.58	217
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 3.0 Z 13 G	24	166	-1.09	5.15	1.42	234
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.0 Z 13 G	25	151	-1.17	4.85	1.34	243
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-59

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 3.0 Z 13 G	28	108	-1.34	3.89	1.08	269
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.0 Z 13 G	30	98	-1.61	3.76	1.05	286
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 3.0 Z 13 G	32	80	-1.72	3.28	0.92	303
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.0 Z 13 G	35	61	-1.89	2.72	0.77	329
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 3.0 Z 13 G	37	57	-2.23	2.69	0.76	347
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 3.0 Z 13 G	40	46	-2.48	2.34	0.66	373
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-60

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 3.0 Z 14 G	20	182	-0.68	4.70	1.28	165
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.0 Z 14 G	22	165	-0.91	4.69	1.29	179
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 3.0 Z 14 G	24	135	-1.07	4.19	1.15	193
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.0 Z 14 G	25	123	-1.15	3.96	1.09	200
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 3.0 Z 14 G	28	88	-1.32	3.16	0.88	221
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.0 Z 14 G	30	79	-1.57	3.03	0.85	236
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-61

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 3.0 Z 14 G	32	65	-1.69	2.66	0.75	250
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.0 Z 14 G	35	49	-1.86	2.21	0.62	271
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 3.0 Z 14 G	37	47	-2.21	2.20	0.62	285
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 3.0 Z 14 G	40	37	-2.44	1.90	0.54	307
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 3.0 Z 15 G	20	167	-0.67	4.33	1.18	153
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.0 Z 15 G	22	151	-0.90	4.30	1.18	166
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-62

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 3.0 Z 15 G	24	124	-1.06	3.84	1.06	179
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.0 Z 15 G	25	113	-1.14	3.64	1.01	186
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 3.0 Z 15 G	28	80	-1.29	2.88	0.80	206
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.0 Z 15 G	30	72	-1.55	2.78	0.78	219
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 3.0 Z 15 G	32	59	-1.67	2.44	0.68	232
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.0 Z 15 G	35	46	-1.86	2.06	0.58	252
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-63

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 3.0 Z 15 G	37	43	-2.19	2.03	0.57	265
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
8 X 3.0 Z 15 G	40	34	-2.41	1.75	0.50	285
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 3.0 Z 16 G	20	144	-0.64	3.73	1.02	139
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 3.0 Z 16 G	22	131	-0.85	3.71	1.02	151
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 3.0 Z 16 G	24	106	-1.00	3.29	0.91	163
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 3.0 Z 16 G	25	97	-1.07	3.12	0.86	169
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-64

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 3.0 Z 16 G	28	69	-1.22	2.48	0.69	187
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 3.0 Z 16 G	30	63	-1.47	2.41	0.67	199
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 3.0 Z 16 G	32	52	-1.59	2.11	0.59	211
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 3.0 Z 16 G	35	40	-1.77	1.78	0.50	229
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 3.0 Z 16 G	37	37	-2.06	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
8 X 3.0 Z 16 G	40	29	-2.26	1.49	0.42	259
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-65

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 2.5 Z 12 G	20	244	-0.69	6.31	1.72	230
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 2.5 Z 12 G	22	231	-0.96	6.56	1.80	250
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 2.5 Z 12 G	24	186	-1.11	5.75	1.59	270
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 2.5 Z 12 G	25	168	-1.19	5.40	1.49	280
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 2.5 Z 12 G	28	115	-1.30	4.14	1.15	310
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 2.5 Z 12 G	30	110	-1.65	4.22	1.18	330
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-66

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 2.5 Z 12 G	32	89	-1.75	3.65	1.03	350
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 2.5 Z 12 G	35	66	-1.88	2.96	0.83	380
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 2.5 Z 12 G	37	63	-2.26	2.99	0.85	400
							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 12 G	40	50	-2.45	2.53	0.72	429
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 2.5 Z 13 G	20	198	-0.68	5.12	1.40	186
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 2.5 Z 13 G	22	187	-0.96	5.31	1.46	203
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-67

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 2.5 Z 13 G	24	151	-1.11	4.66	1.28	219
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 2.5 Z 13 G	25	136	-1.18	4.38	1.21	227
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 2.5 Z 13 G	28	94	-1.30	3.37	0.94	251
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 2.5 Z 13 G	30	89	-1.64	3.42	0.96	267
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 2.5 Z 13 G	32	72	-1.74	2.96	0.83	283
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 2.5 Z 13 G	35	53	-1.84	2.36	0.67	307
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-68

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 2.5 Z 13 G	37	51	-2.25	2.42	0.68	323
							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 13 G	40	40	-2.45	2.07	0.59	348
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 2.5 Z 14 G	20	155	-0.65	4.02	1.10	154
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 2.5 Z 14 G	22	147	-0.91	4.18	1.15	167
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 2.5 Z 14 G	24	119	-1.06	3.68	1.02	180
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 2.5 Z 14 G	25	108	-1.13	3.47	0.96	187
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-69

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 2.5 Z 14 G	28	74	-1.24	2.65	0.74	207
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 2.5 Z 14 G	30	69	-1.54	2.65	0.74	220
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 2.5 Z 14 G	32	56	-1.63	2.30	0.64	233
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 2.5 Z 14 G	35	42	-1.77	1.88	0.53	253
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 2.5 Z 14 G	37	41	-2.16	1.92	0.54	266
							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 14 G	40	32	-2.33	1.62	0.46	286
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-70

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 2.5 Z 15 G	20	142	-0.64	3.67	1.00	143
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 2.5 Z 15 G	22	135	-0.90	3.83	1.05	155
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
8 X 2.5 Z 15 G	24	109	-1.04	3.36	0.93	167
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 2.5 Z 15 G	25	99	-1.12	3.18	0.88	173
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 2.5 Z 15 G	28	67	-1.21	2.42	0.67	192
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 2.5 Z 15 G	30	63	-1.52	2.43	0.68	204
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-71

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 2.5 Z 15 G	32	51	-1.61	2.10	0.59	217
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 2.5 Z 15 G	35	38	-1.74	1.71	0.48	235
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
8 X 2.5 Z 15 G	37	37	-2.13	1.76	0.50	247
							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 15 G	40	29	-2.29	1.49	0.42	266
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
8 X 2.5 Z 16 G	20	125	-0.62	3.24	0.88	129
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
8 X 2.5 Z 16 G	22	120	-0.88	3.40	0.93	141
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-72

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 2.5 Z 16 G	24	97	-1.02	3.02	0.83	152
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
8 X 2.5 Z 16 G	25	87	-1.09	2.81	0.78	157
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
8 X 2.5 Z 16 G	28	59	-1.17	2.11	0.59	174
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
8 X 2.5 Z 16 G	30	56	-1.48	2.15	0.60	185
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
8 X 2.5 Z 16 G	32	46	-1.58	1.88	0.53	197
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
8 X 2.5 Z 16 G	35	34	-1.69	1.52	0.43	213
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-73

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