Z-Section Four Span Laterally Braced [ver 1.1 1098]

Four 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.
7 X 2.5 Z 16 G	27	61	-1.84	1.95	0.62	319
							1	0.0	79.8	81.0	3	0	3
							2	99.2	63.5	81.0	3	3	1
							3	63.5	99.2	81.0	3	1	3
							4	79.8	0.0	81.0	3	3	0
7 X 2.5 Z 16 G	28	55	-1.91	1.81	0.58	329
							1	0.0	82.6	84.0	3	0	3
							2	102.4	65.9	84.0	3	3	1
							3	65.9	102.4	84.0	3	1	3
							4	82.6	0.0	84.0	3	3	0
6 X 2.5 Z 12 G	15	372	-0.86	6.59	2.09	302
							1	0.0	45.1	60.0	2	0	2
							2	56.4	36.6	60.0	2	2	1
							3	36.6	56.4	60.0	2	1	2
							4	45.1	0.0	60.0	2	2	0
6 X 2.5 Z 12 G	16	315	-0.95	5.94	1.89	319
							1	0.0	47.8	64.0	2	0	2
							2	59.8	38.9	64.0	2	2	1
							3	38.9	59.8	64.0	2	1	2
							4	47.8	0.0	64.0	2	2	0

III-N-123

15 October 1998

Four 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.
6 X 2.5 Z 12 G	18	233	-1.14	4.94	1.58	353
							1	0.0	53.1	72.0	2	0	2
							2	66.4	43.5	72.0	2	2	1
							3	43.5	66.4	72.0	2	1	2
							4	53.1	0.0	72.0	2	2	0
6 X 2.5 Z 12 G	20	176	-1.32	4.12	1.33	387
							1	0.0	58.5	80.0	2	0	2
							2	73.0	48.1	80.0	2	2	1
							3	48.1	73.0	80.0	2	1	2
							4	58.5	0.0	80.0	2	2	0
6 X 2.5 Z 12 G	22	161	-1.79	4.16	1.35	421
							1	0.0	63.8	66.0	3	0	2
							2	79.7	52.7	66.0	3	2	1
							3	52.7	79.7	66.0	3	1	2
							4	63.8	0.0	66.0	3	2	0
6 X 2.5 Z 12 G	24	133	-2.03	3.78	1.20	473
							1	0.0	71.9	72.0	3	0	3
							2	89.3	56.6	72.0	3	3	1
							3	56.6	89.3	72.0	3	1	3
							4	71.9	0.0	72.0	3	3	0

III-N-124

15 October 1998

Four 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.
6 X 2.5 Z 12 G	25	119	-2.14	3.51	1.12	490
							1	0.0	74.5	75.0	3	0	3
							2	92.6	58.9	75.0	3	3	1
							3	58.9	92.6	75.0	3	1	3
							4	74.5	0.0	75.0	3	3	0
6 X 2.5 Z 12 G	26	108	-2.29	3.32	1.06	507
							1	0.0	77.1	78.0	3	0	3
							2	95.9	61.2	78.0	3	3	1
							3	61.2	95.9	78.0	3	1	3
							4	77.1	0.0	78.0	3	3	0
6 X 2.5 Z 12 G	27	98	-2.41	3.10	0.99	524
							1	0.0	79.9	81.0	3	0	3
							2	99.2	63.5	81.0	3	3	1
							3	63.5	99.2	81.0	3	1	3
							4	79.9	0.0	81.0	3	3	0
6 X 2.5 Z 12 G	28	88	-2.52	2.91	0.93	541
							1	0.0	82.6	84.0	3	0	3
							2	102.4	65.9	84.0	3	3	1
							3	65.9	102.4	84.0	3	1	3
							4	82.6	0.0	84.0	3	3	0

III-N-125

15 October 1998

Four 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.
6 X 2.5 Z 13 G	15	304	-0.86	5.38	1.71	245
							1	0.0	45.1	60.0	2	0	2
							2	56.4	36.6	60.0	2	2	1
							3	36.6	56.4	60.0	2	1	2
							4	45.1	0.0	60.0	2	2	0
6 X 2.5 Z 13 G	16	255	-0.94	4.82	1.54	258
							1	0.0	47.8	64.0	2	0	2
							2	59.8	38.9	64.0	2	2	1
							3	38.9	59.8	64.0	2	1	2
							4	47.8	0.0	64.0	2	2	0
6 X 2.5 Z 13 G	18	189	-1.13	4.00	1.28	286
							1	0.0	53.1	72.0	2	0	2
							2	66.4	43.5	72.0	2	2	1
							3	43.5	66.4	72.0	2	1	2
							4	53.1	0.0	72.0	2	2	0
6 X 2.5 Z 13 G	20	142	-1.31	3.34	1.08	314
							1	0.0	58.5	80.0	2	0	2
							2	73.0	48.1	80.0	2	2	1
							3	48.1	73.0	80.0	2	1	2
							4	58.5	0.0	80.0	2	2	0

III-N-126

15 October 1998

Four 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.
6 X 2.5 Z 13 G	22	131	-1.79	3.39	1.10	341
							1	0.0	63.8	66.0	3	0	2
							2	79.7	52.7	66.0	3	2	1
							3	52.7	79.7	66.0	3	1	2
							4	63.8	0.0	66.0	3	2	0
6 X 2.5 Z 13 G	24	108	-2.04	3.05	0.98	376
							1	0.0	70.4	72.0	3	0	2
							2	87.7	57.3	72.0	3	3	1
							3	57.3	87.7	72.0	3	1	3
							4	70.4	0.0	72.0	3	2	0
6 X 2.5 Z 13 G	25	98	-2.16	2.90	0.92	396
							1	0.0	74.5	75.0	3	0	3
							2	92.6	58.9	75.0	3	3	1
							3	58.9	92.6	75.0	3	1	3
							4	74.5	0.0	75.0	3	3	0
6 X 2.5 Z 13 G	26	88	-2.28	2.70	0.86	410
							1	0.0	77.1	78.0	3	0	3
							2	95.9	61.2	78.0	3	3	1
							3	61.2	95.9	78.0	3	1	3
							4	77.1	0.0	78.0	3	3	0

III-N-127

15 October 1998

Four 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.
6 X 2.5 Z 13 G	27	79	-2.40	2.52	0.81	424
							1	0.0	79.9	81.0	3	0	3
							2	99.2	63.5	81.0	3	3	1
							3	63.5	99.2	81.0	3	1	3
							4	79.9	0.0	81.0	3	3	0
6 X 2.5 Z 13 G	28	71	-2.50	2.35	0.75	438
							1	0.0	82.6	84.0	3	0	3
							2	102.4	65.9	84.0	3	3	1
							3	65.9	102.4	84.0	3	1	3
							4	82.6	0.0	84.0	3	3	0
6 X 2.5 Z 14 G	15	239	-0.82	4.23	1.34	201
							1	0.0	45.1	60.0	2	0	2
							2	56.4	36.6	60.0	2	2	1
							3	36.6	56.4	60.0	2	1	2
							4	45.1	0.0	60.0	2	2	0
6 X 2.5 Z 14 G	16	202	-0.90	3.81	1.21	213
							1	0.0	47.8	64.0	2	0	2
							2	59.8	38.9	64.0	2	2	1
							3	38.9	59.8	64.0	2	1	2
							4	47.8	0.0	64.0	2	2	0

III-N-128

15 October 1998

Four 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.
6 X 2.5 Z 14 G	18	149	-1.07	3.15	1.01	235
							1	0.0	53.1	72.0	2	0	2
							2	66.4	43.5	72.0	2	2	1
							3	43.5	66.4	72.0	2	1	2
							4	53.1	0.0	72.0	2	2	0
6 X 2.5 Z 14 G	20	112	-1.24	2.62	0.84	258
							1	0.0	58.5	80.0	2	0	2
							2	73.0	48.1	80.0	2	2	1
							3	48.1	73.0	80.0	2	1	2
							4	58.5	0.0	80.0	2	2	0
6 X 2.5 Z 14 G	22	104	-1.71	2.69	0.87	281
							1	0.0	63.8	66.0	3	0	2
							2	79.7	52.7	66.0	3	2	1
							3	52.7	79.7	66.0	3	1	2
							4	63.8	0.0	66.0	3	2	0
6 X 2.5 Z 14 G	24	85	-1.94	2.39	0.77	309
							1	0.0	70.4	72.0	3	0	2
							2	87.7	57.3	72.0	3	3	1
							3	57.3	87.7	72.0	3	1	3
							4	70.4	0.0	72.0	3	2	0

III-N-129

15 October 1998

Four 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.
6 X 2.5 Z 14 G	25	77	-2.05	2.28	0.73	326
							1	0.0	74.5	75.0	3	0	3
							2	92.6	58.9	75.0	3	3	1
							3	58.9	92.6	75.0	3	1	3
							4	74.5	0.0	75.0	3	3	0
6 X 2.5 Z 14 G	26	69	-2.16	2.12	0.68	338
							1	0.0	77.1	78.0	3	0	3
							2	95.9	61.2	78.0	3	3	1
							3	61.2	95.9	78.0	3	1	3
							4	77.1	0.0	78.0	3	3	0
6 X 2.5 Z 14 G	27	61	-2.23	1.95	0.62	349
							1	0.0	79.9	81.0	3	0	3
							2	99.2	63.5	81.0	3	3	1
							3	63.5	99.2	81.0	3	1	3
							4	79.9	0.0	81.0	3	3	0
6 X 2.5 Z 14 G	28	55	-2.34	1.83	0.59	360
							1	0.0	82.6	84.0	3	0	3
							2	102.4	65.9	84.0	3	3	1
							3	65.9	102.4	84.0	3	1	3
							4	82.6	0.0	84.0	3	3	0

III-N-130

15 October 1998

Four 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.
6 X 2.5 Z 15 G	15	219	-0.80	3.87	1.23	187
							1	0.0	45.1	60.0	2	0	2
							2	56.4	36.6	60.0	2	2	1
							3	36.6	56.4	60.0	2	1	2
							4	45.1	0.0	60.0	2	2	0
6 X 2.5 Z 15 G	16	184	-0.88	3.47	1.10	198
							1	0.0	47.8	64.0	2	0	2
							2	59.8	38.9	64.0	2	2	1
							3	38.9	59.8	64.0	2	1	2
							4	47.8	0.0	64.0	2	2	0
6 X 2.5 Z 15 G	18	136	-1.06	2.88	0.92	219
							1	0.0	53.1	72.0	2	0	2
							2	66.4	43.5	72.0	2	2	1
							3	43.5	66.4	72.0	2	1	2
							4	53.1	0.0	72.0	2	2	0
6 X 2.5 Z 15 G	20	104	-1.24	2.43	0.78	240
							1	0.0	58.5	80.0	2	0	2
							2	73.0	48.1	80.0	2	2	1
							3	48.1	73.0	80.0	2	1	2
							4	58.5	0.0	80.0	2	2	0

III-N-131

15 October 1998

Four 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.
6 X 2.5 Z 15 G	22	95	-1.68	2.45	0.79	261
							1	0.0	63.8	66.0	3	0	2
							2	79.7	52.7	66.0	3	2	1
							3	52.7	79.7	66.0	3	1	2
							4	63.8	0.0	66.0	3	2	0
6 X 2.5 Z 15 G	24	78	-1.90	2.19	0.70	287
							1	0.0	70.4	72.0	3	0	2
							2	87.7	57.3	72.0	3	3	1
							3	57.3	87.7	72.0	3	1	3
							4	70.4	0.0	72.0	3	2	0
6 X 2.5 Z 15 G	25	70	-2.01	2.07	0.66	303
							1	0.0	74.5	75.0	3	0	3
							2	92.6	58.9	75.0	3	3	1
							3	58.9	92.6	75.0	3	1	3
							4	74.5	0.0	75.0	3	3	0
6 X 2.5 Z 15 G	26	62	-2.09	1.91	0.61	314
							1	0.0	77.1	78.0	3	0	3
							2	95.9	61.2	78.0	3	3	1
							3	61.2	95.9	78.0	3	1	3
							4	77.1	0.0	78.0	3	3	0

III-N-132

15 October 1998

Four 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.
6 X 2.5 Z 15 G	27	56	-2.20	1.79	0.57	324
							1	0.0	79.8	81.0	3	0	3
							2	99.2	63.5	81.0	3	3	1
							3	63.5	99.2	81.0	3	1	3
							4	79.8	0.0	81.0	3	3	0
6 X 2.5 Z 15 G	28	50	-2.29	1.66	0.53	335
							1	0.0	82.6	84.0	3	0	3
							2	102.4	65.9	84.0	3	3	1
							3	65.9	102.4	84.0	3	1	3
							4	82.6	0.0	84.0	3	3	0
6 X 2.5 Z 16 G	15	196	-0.79	3.47	1.10	170
							1	0.0	45.1	60.0	2	0	2
							2	56.4	36.6	60.0	2	2	1
							3	36.6	56.4	60.0	2	1	2
							4	45.1	0.0	60.0	2	2	0
6 X 2.5 Z 16 G	16	166	-0.87	3.13	1.00	179
							1	0.0	47.8	64.0	2	0	2
							2	59.8	38.9	64.0	2	2	1
							3	38.9	59.8	64.0	2	1	2
							4	47.8	0.0	64.0	2	2	0

III-N-133

15 October 1998

Four 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.
6 X 2.5 Z 16 G	18	123	-1.05	2.60	0.83	198
							1	0.0	53.1	72.0	2	0	2
							2	66.4	43.5	72.0	2	2	1
							3	43.5	66.4	72.0	2	1	2
							4	53.1	0.0	72.0	2	2	0
6 X 2.5 Z 16 G	20	93	-1.22	2.18	0.70	218
							1	0.0	58.5	80.0	2	0	2
							2	73.0	48.1	80.0	2	2	1
							3	48.1	73.0	80.0	2	1	2
							4	58.5	0.0	80.0	2	2	0
6 X 2.5 Z 16 G	22	86	-1.67	2.22	0.72	237
							1	0.0	63.8	66.0	3	0	2
							2	79.7	52.7	66.0	3	2	1
							3	52.7	79.7	66.0	3	1	2
							4	63.8	0.0	66.0	3	2	0
6 X 2.5 Z 16 G	24	69	-1.86	1.95	0.63	261
							1	0.0	70.4	72.0	3	0	2
							2	87.7	57.3	72.0	3	3	1
							3	57.3	87.7	72.0	3	1	3
							4	70.4	0.0	72.0	3	2	0

III-N-134

15 October 1998

Four 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.
6 X 2.5 Z 16 G	25	63	-1.96	1.84	0.59	275
							1	0.0	74.5	75.0	3	0	3
							2	92.6	58.9	75.0	3	3	1
							3	58.9	92.6	75.0	3	1	3
							4	74.5	0.0	75.0	3	3	0
6 X 2.5 Z 16 G	26	56	-2.07	1.72	0.55	285
							1	0.0	77.1	78.0	3	0	3
							2	95.9	61.2	78.0	3	3	1
							3	61.2	95.9	78.0	3	1	3
							4	77.1	0.0	78.0	3	3	0
6 X 2.5 Z 16 G	27	50	-2.17	1.60	0.51	294
							1	0.0	79.8	81.0	3	0	3
							2	99.2	63.5	81.0	3	3	1
							3	63.5	99.2	81.0	3	1	3
							4	79.8	0.0	81.0	3	3	0
6 X 2.5 Z 16 G	28	46	-2.30	1.52	0.49	304
							1	0.0	82.6	84.0	3	0	3
							2	102.4	65.9	84.0	3	3	1
							3	65.9	102.4	84.0	3	1	3
							4	82.6	0.0	84.0	3	3	0

III-N-135

15 October 1998