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.
9 X 2.5 Z 16 G	37	42	-2.53	1.83	0.59	488
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
9 X 2.5 Z 16 G	40	33	-2.71	1.53	0.50	524
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0
8 X 3.5 Z 12 G	20	329	-1.01	7.72	2.49	517
							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
8 X 3.5 Z 12 G	22	286	-1.30	7.38	2.39	563
							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

III-N-73

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.
8 X 3.5 Z 12 G	24	237	-1.49	6.69	2.15	619
							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
8 X 3.5 Z 12 G	25	219	-1.60	6.45	2.05	654
							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
8 X 3.5 Z 12 G	28	166	-1.94	5.48	1.75	722
							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
8 X 3.5 Z 12 G	30	151	-2.34	5.34	1.72	767
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0

III-N-74

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.
8 X 3.5 Z 12 G	32	130	-2.62	4.88	1.57	813
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.5 Z 12 G	35	102	-2.98	4.20	1.36	881
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0
8 X 3.5 Z 12 G	37	94	-3.42	4.05	1.32	927
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.5 Z 12 G	40	75	-3.75	3.49	1.14	995
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0

III-N-75

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.
8 X 3.5 Z 13 G	20	259	-0.98	6.08	1.96	419
							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
8 X 3.5 Z 13 G	22	229	-1.24	5.93	1.90	465
							1	0.0	65.0	66.0	3	0	2
							2	81.2	52.6	66.0	3	3	1
							3	52.6	81.2	66.0	3	1	3
							4	65.0	0.0	66.0	3	2	0
8 X 3.5 Z 13 G	24	187	-1.45	5.28	1.70	501
							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
8 X 3.5 Z 13 G	25	173	-1.56	5.09	1.62	529
							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

III-N-76

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.
8 X 3.5 Z 13 G	28	131	-1.87	4.31	1.38	584
							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
8 X 3.5 Z 13 G	30	120	-2.28	4.24	1.36	621
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0
8 X 3.5 Z 13 G	32	104	-2.57	3.91	1.26	658
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.5 Z 13 G	35	80	-2.85	3.27	1.06	713
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0

III-N-77

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.
8 X 3.5 Z 13 G	37	73	-3.27	3.15	1.02	750
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.5 Z 13 G	40	59	-3.64	2.76	0.90	805
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0
8 X 3.5 Z 14 G	20	207	-0.94	4.87	1.57	345
							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
8 X 3.5 Z 14 G	22	185	-1.19	4.81	1.52	390
							1	0.0	66.4	66.0	3	0	3
							2	82.5	52.0	66.0	3	3	1
							3	52.0	82.5	66.0	3	1	3
							4	66.4	0.0	66.0	3	3	0

III-N-78

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.
8 X 3.5 Z 14 G	24	151	-1.40	4.29	1.36	421
							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
8 X 3.5 Z 14 G	25	138	-1.50	4.07	1.30	436
							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
8 X 3.5 Z 14 G	28	106	-1.83	3.49	1.12	481
							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
8 X 3.5 Z 14 G	30	96	-2.20	3.38	1.09	512
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0

III-N-79

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.
8 X 3.5 Z 14 G	32	82	-2.46	3.09	1.00	542
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.5 Z 14 G	35	64	-2.75	2.61	0.85	587
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0
8 X 3.5 Z 14 G	37	58	-3.16	2.52	0.82	618
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.5 Z 14 G	40	48	-3.55	2.23	0.73	663
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0

III-N-80

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.
8 X 3.5 Z 15 G	20	185	-0.90	4.34	1.40	320
							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
8 X 3.5 Z 15 G	22	166	-1.16	4.33	1.37	362
							1	0.0	66.4	66.0	3	0	3
							2	82.5	52.0	66.0	3	3	1
							3	52.0	82.5	66.0	3	1	3
							4	66.4	0.0	66.0	3	3	0
8 X 3.5 Z 15 G	24	137	-1.35	3.87	1.23	391
							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
8 X 3.5 Z 15 G	25	124	-1.45	3.65	1.16	405
							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

III-N-81

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.
8 X 3.5 Z 15 G	28	95	-1.77	3.13	1.00	447
							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
8 X 3.5 Z 15 G	30	86	-2.13	3.03	0.98	475
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0
8 X 3.5 Z 15 G	32	74	-2.37	2.76	0.89	503
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.5 Z 15 G	35	57	-2.66	2.34	0.76	545
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0

III-N-82

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.
8 X 3.5 Z 15 G	37	52	-3.05	2.27	0.74	574
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.5 Z 15 G	40	43	-3.44	2.00	0.65	616
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0
8 X 3.5 Z 16 G	20	165	-0.85	3.90	1.23	303
							1	0.0	60.8	80.0	2	0	3
							2	75.7	47.5	80.0	2	3	1
							3	47.5	75.7	80.0	2	1	3
							4	60.8	0.0	80.0	2	3	0
8 X 3.5 Z 16 G	22	143	-1.09	3.73	1.18	329
							1	0.0	66.4	66.0	3	0	3
							2	82.5	52.0	66.0	3	3	1
							3	52.0	82.5	66.0	3	1	3
							4	66.4	0.0	66.0	3	3	0

III-N-83

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.
8 X 3.5 Z 16 G	24	117	-1.28	3.32	1.06	354
							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
8 X 3.5 Z 16 G	25	108	-1.39	3.18	1.01	367
							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
8 X 3.5 Z 16 G	28	81	-1.65	2.66	0.85	406
							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
8 X 3.5 Z 16 G	30	74	-2.01	2.60	0.84	431
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0

III-N-84

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.
8 X 3.5 Z 16 G	32	64	-2.25	2.39	0.77	457
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.5 Z 16 G	35	49	-2.51	2.01	0.65	495
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0
8 X 3.5 Z 16 G	37	45	-2.91	1.97	0.64	521
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.5 Z 16 G	40	36	-3.22	1.71	0.56	559
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0

III-N-85

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.
8 X 3.0 Z 12 G	20	315	-1.07	7.39	2.38	485
							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
8 X 3.0 Z 12 G	22	281	-1.41	7.24	2.34	527
							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
8 X 3.0 Z 12 G	24	231	-1.61	6.51	2.09	581
							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
8 X 3.0 Z 12 G	25	211	-1.72	6.24	1.99	613
							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

III-N-86

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.
8 X 3.0 Z 12 G	28	158	-2.04	5.21	1.67	677
							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
8 X 3.0 Z 12 G	30	147	-2.52	5.19	1.67	719
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0
8 X 3.0 Z 12 G	32	125	-2.80	4.71	1.52	762
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.0 Z 12 G	35	97	-3.12	3.98	1.29	826
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0

III-N-87

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.
8 X 3.0 Z 12 G	37	91	-3.66	3.93	1.28	869
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.0 Z 12 G	40	72	-3.98	3.35	1.09	933
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0
8 X 3.0 Z 13 G	20	230	-0.96	5.40	1.74	392
							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
8 X 3.0 Z 13 G	22	206	-1.27	5.30	1.72	427
							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

III-N-88

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.
8 X 3.0 Z 13 G	24	169	-1.45	4.77	1.53	470
							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
8 X 3.0 Z 13 G	25	155	-1.55	4.57	1.46	496
							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
8 X 3.0 Z 13 G	28	115	-1.83	3.80	1.22	548
							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
8 X 3.0 Z 13 G	30	109	-2.29	3.84	1.24	582
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0

III-N-89

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.
8 X 3.0 Z 13 G	32	93	-2.54	3.49	1.13	617
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.0 Z 13 G	35	70	-2.77	2.87	0.93	669
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0
8 X 3.0 Z 13 G	37	65	-3.25	2.84	0.92	703
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.0 Z 13 G	40	52	-3.58	2.45	0.80	755
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0

III-N-90

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.
8 X 3.0 Z 14 G	20	187	-0.94	4.38	1.41	323
							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
8 X 3.0 Z 14 G	22	169	-1.23	4.38	1.40	359
							1	0.0	65.0	66.0	3	0	2
							2	81.2	52.6	66.0	3	3	1
							3	52.6	81.2	66.0	3	1	3
							4	65.0	0.0	66.0	3	2	0
8 X 3.0 Z 14 G	24	137	-1.42	3.87	1.25	387
							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
8 X 3.0 Z 14 G	25	125	-1.51	3.70	1.18	408
							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

III-N-91

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.
8 X 3.0 Z 14 G	28	95	-1.81	3.12	1.00	451
							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
8 X 3.0 Z 14 G	30	89	-2.26	3.13	1.01	479
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0
8 X 3.0 Z 14 G	32	75	-2.47	2.80	0.90	508
							1	0.0	93.1	76.8	4	0	3
							2	115.5	75.1	76.8	4	3	1
							3	75.1	115.5	76.8	4	1	3
							4	93.1	0.0	76.8	4	3	0
8 X 3.0 Z 14 G	35	57	-2.72	2.34	0.76	551
							1	0.0	101.1	84.0	4	0	3
							2	125.5	82.0	84.0	4	3	1
							3	82.0	125.5	84.0	4	1	3
							4	101.1	0.0	84.0	4	3	0

III-N-92

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.
8 X 3.0 Z 14 G	37	53	-3.19	2.30	0.75	579
							1	0.0	106.3	74.0	5	0	3
							2	131.9	86.5	74.0	5	3	1
							3	86.5	131.9	74.0	5	1	3
							4	106.3	0.0	74.0	5	3	0
8 X 3.0 Z 14 G	40	43	-3.56	2.01	0.66	622
							1	0.0	114.1	80.0	5	0	3
							2	141.7	93.5	80.0	5	3	1
							3	93.5	141.7	80.0	5	1	3
							4	114.1	0.0	80.0	5	3	0
8 X 3.0 Z 15 G	20	172	-0.93	4.04	1.30	300
							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
8 X 3.0 Z 15 G	22	158	-1.21	4.11	1.30	340
							1	0.0	66.4	66.0	3	0	3
							2	82.5	52.0	66.0	3	3	1
							3	52.0	82.5	66.0	3	1	3
							4	66.4	0.0	66.0	3	3	0

III-N-93

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.
8 X 3.0 Z 15 G	24	128	-1.40	3.62	1.15	366
							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
8 X 3.0 Z 15 G	25	115	-1.50	3.41	1.08	379
							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
8 X 3.0 Z 15 G	28	87	-1.80	2.87	0.92	419
							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
8 X 3.0 Z 15 G	30	80	-2.20	2.84	0.91	445
							1	0.0	87.8	72.0	4	0	3
							2	109.1	70.4	72.0	4	3	1
							3	70.4	109.1	72.0	4	1	3
							4	87.8	0.0	72.0	4	3	0

III-N-94

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

in.

8 X 3.0 Z 15 G

-2.44

2.57

0.83

472