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	0
10 X 3.5 Z 15 G	35	61	-1.33	2.73	0.77	302
							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 15 G	37	55	-1.50	2.58	0.73	318
							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 15 G	40	46	-1.74	2.34	0.67	342
							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 16 G	20	159	-0.38	4.11	1.12	167
							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 16 G	22	132	-0.47	3.75	1.03	181
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-22

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 16 G	24	111	-0.56	3.44	0.95	195
							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 16 G	25	103	-0.61	3.30	0.91	203
							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 16 G	28	82	-0.78	2.93	0.82	224
							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 16 G	30	71	-0.90	2.72	0.76	239
							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 16 G	32	62	-1.03	2.54	0.71	253
							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 16 G	35	51	-1.23	2.30	0.65	275
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-23

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 16 G	37	45	-1.37	2.15	0.61	289
							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 16 G	40	39	-1.61	1.98	0.56	310
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 3.0 Z 12 G	20	407	-0.60	10.53	2.87	280
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.0 Z 12 G	22	369	-0.81	10.49	2.88	304
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 3.0 Z 12 G	24	303	-0.96	9.38	2.59	328
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.0 Z 12 G	25	276	-1.03	8.87	2.45	340
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-24

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 3.0 Z 12 G	28	193	-1.15	6.94	1.93	377
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.0 Z 12 G	30	176	-1.40	6.77	1.89	401
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 3.0 Z 12 G	32	145	-1.50	5.94	1.67	425
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.0 Z 12 G	35	111	-1.66	4.95	1.40	461
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 3.0 Z 12 G	37	105	-1.97	4.94	1.40	485
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.0 Z 12 G	40	83	-2.16	4.24	1.20	522
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-25

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 3.0 Z 13 G	20	299	-0.55	7.75	2.11	227
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.0 Z 13 G	22	274	-0.74	7.78	2.13	246
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 3.0 Z 13 G	24	223	-0.87	6.91	1.91	266
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.0 Z 13 G	25	203	-0.93	6.54	1.81	276
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 3.0 Z 13 G	28	143	-1.04	5.13	1.43	305
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.0 Z 13 G	30	130	-1.26	4.99	1.39	324
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-26

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 3.0 Z 13 G	32	108	-1.37	4.42	1.24	344
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.0 Z 13 G	35	82	-1.52	3.68	1.04	373
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 3.0 Z 13 G	37	76	-1.76	3.59	1.01	393
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.0 Z 13 G	40	60	-1.93	3.09	0.88	422
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 3.0 Z 14 G	20	229	-0.50	5.92	1.61	187
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.0 Z 14 G	22	195	-0.64	5.53	1.52	203
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-27

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 3.0 Z 14 G	24	160	-0.75	4.95	1.37	219
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.0 Z 14 G	25	147	-0.82	4.74	1.31	227
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 3.0 Z 14 G	28	109	-0.96	3.91	1.09	251
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.0 Z 14 G	30	98	-1.16	3.77	1.06	267
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 3.0 Z 14 G	32	81	-1.25	3.34	0.94	283
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.0 Z 14 G	35	62	-1.38	2.76	0.78	308
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-28

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 3.0 Z 14 G	37	58	-1.63	2.75	0.78	324
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.0 Z 14 G	40	47	-1.81	2.39	0.68	348
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 3.0 Z 15 G	20	200	-0.48	5.19	1.41	173
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.0 Z 15 G	22	165	-0.58	4.68	1.29	188
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 3.0 Z 15 G	24	137	-0.69	4.24	1.17	203
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.0 Z 15 G	25	126	-0.75	4.06	1.12	211
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-29

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 3.0 Z 15 G	28	97	-0.93	3.49	0.97	233
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.0 Z 15 G	30	85	-1.08	3.28	0.92	248
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 3.0 Z 15 G	32	73	-1.21	2.98	0.84	263
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.0 Z 15 G	35	55	-1.33	2.48	0.70	286
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 3.0 Z 15 G	37	52	-1.57	2.46	0.70	301
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.0 Z 15 G	40	42	-1.74	2.13	0.61	323
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-30

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 3.0 Z 16 G	20	158	-0.41	4.10	1.12	157
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 3.0 Z 16 G	22	132	-0.51	3.74	1.03	171
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 3.0 Z 16 G	24	111	-0.62	3.43	0.95	184
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 3.0 Z 16 G	25	102	-0.67	3.29	0.91	191
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 3.0 Z 16 G	28	81	-0.85	2.92	0.81	212
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 3.0 Z 16 G	30	70	-0.98	2.69	0.75	225
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-31

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 3.0 Z 16 G	32	61	-1.12	2.52	0.71	239
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 3.0 Z 16 G	35	48	-1.27	2.15	0.61	259
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 3.0 Z 16 G	37	45	-1.50	2.13	0.60	273
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 3.0 Z 16 G	40	36	-1.64	1.83	0.52	293
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 2.5 Z 12 G	20	322	-0.53	8.32	2.27	263
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 2.5 Z 12 G	22	309	-0.76	8.79	2.41	286
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-32

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 2.5 Z 12 G	24	248	-0.87	7.66	2.11	309
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 2.5 Z 12 G	25	223	-0.92	7.17	1.98	320
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 2.5 Z 12 G	28	150	-0.99	5.40	1.50	354
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 2.5 Z 12 G	30	144	-1.27	5.54	1.55	377
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 2.5 Z 12 G	32	116	-1.34	4.78	1.34	400
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 2.5 Z 12 G	35	87	-1.44	3.88	1.09	434
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-33

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 2.5 Z 12 G	37	85	-1.78	4.02	1.14	457
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 2.5 Z 12 G	40	66	-1.90	3.37	0.96	491
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 2.5 Z 13 G	20	259	-0.52	6.70	1.83	213
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 2.5 Z 13 G	22	250	-0.75	7.10	1.95	232
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 2.5 Z 13 G	24	201	-0.86	6.22	1.71	250
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 2.5 Z 13 G	25	180	-0.92	5.79	1.60	259
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-34

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 2.5 Z 13 G	28	121	-0.99	4.37	1.22	287
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 2.5 Z 13 G	30	117	-1.26	4.49	1.25	305
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 2.5 Z 13 G	32	95	-1.34	3.90	1.09	324
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 2.5 Z 13 G	35	70	-1.43	3.13	0.88	351
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 2.5 Z 13 G	37	68	-1.74	3.20	0.90	370
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 2.5 Z 13 G	40	53	-1.87	2.69	0.76	397
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-35

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 2.5 Z 14 G	20	200	-0.49	5.19	1.41	176
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 2.5 Z 14 G	22	193	-0.70	5.47	1.50	191
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 2.5 Z 14 G	24	155	-0.81	4.80	1.32	206
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 2.5 Z 14 G	25	139	-0.86	4.47	1.24	214
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 2.5 Z 14 G	28	94	-0.93	3.39	0.94	236
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 2.5 Z 14 G	30	91	-1.19	3.50	0.98	251
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0

III-M-36

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 2.5 Z 14 G	32	72	-1.24	2.96	0.83	267
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 2.5 Z 14 G	35	53	-1.31	2.37	0.67	289
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 2.5 Z 14 G	37	52	-1.63	2.48	0.70	305
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 2.5 Z 14 G	40	41	-1.76	2.09	0.59	327
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 2.5 Z 15 G	20	176	-0.46	4.56	1.24	163
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 2.5 Z 15 G	22	164	-0.64	4.67	1.28	177
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0

III-M-37

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 2.5 Z 15 G	24	136	-0.76	4.22	1.16	191
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 2.5 Z 15 G	25	122	-0.81	3.94	1.09	198
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0
10 X 2.5 Z 15 G	28	83	-0.88	2.99	0.83	219
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 2.5 Z 15 G	30	79	-1.12	3.05	0.85	233
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 2.5 Z 15 G	32	64	-1.18	2.62	0.74	248
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 2.5 Z 15 G	35	47	-1.26	2.12	0.60	269
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0

III-M-38

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 2.5 Z 15 G	37	47	-1.56	2.20	0.62	283
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 2.5 Z 15 G	40	36	-1.67	1.85	0.52	304
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0
10 X 2.5 Z 16 G	20	150	-0.44	3.89	1.06	148
							1	0.0	70.6	80.0	2	0	3
							2	70.6	0.0	80.0	2	3	0
10 X 2.5 Z 16 G	22	131	-0.56	3.71	1.02	161
							1	0.0	77.0	66.0	3	0	3
							2	77.0	0.0	66.0	3	3	0
10 X 2.5 Z 16 G	24	110	-0.68	3.40	0.94	174
							1	0.0	83.3	72.0	3	0	3
							2	83.3	0.0	72.0	3	3	0
10 X 2.5 Z 16 G	25	101	-0.74	3.25	0.90	180
							1	0.0	86.4	75.0	3	0	3
							2	86.4	0.0	75.0	3	3	0

III-M-39

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 2.5 Z 16 G	28	70	-0.82	2.53	0.70	199
							1	0.0	95.7	84.0	3	0	3
							2	95.7	0.0	84.0	3	3	0
10 X 2.5 Z 16 G	30	68	-1.05	2.61	0.73	212
							1	0.0	101.8	72.0	4	0	3
							2	101.8	0.0	72.0	4	3	0
10 X 2.5 Z 16 G	32	54	-1.10	2.23	0.63	225
							1	0.0	108.0	76.8	4	0	3
							2	108.0	0.0	76.8	4	3	0
10 X 2.5 Z 16 G	35	40	-1.18	1.81	0.51	244
							1	0.0	117.2	84.0	4	0	3
							2	117.2	0.0	84.0	4	3	0
10 X 2.5 Z 16 G	37	40	-1.47	1.88	0.53	257
							1	0.0	123.3	74.0	5	0	3
							2	123.3	0.0	74.0	5	3	0
10 X 2.5 Z 16 G	40	31	-1.57	1.58	0.45	276
							1	0.0	132.5	80.0	5	0	3
							2	132.5	0.0	80.0	5	3	0

III-M-40

15 October 1998