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

Six 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	59	-1.85	1.86	0.61	466
							1	0.0	76.9	81.0	3	0	2
							2	98.7	72.0	81.0	3	3	1
							3	64.8	74.3	81.0	3	1	1
							4	74.3	64.8	81.0	3	1	1
							5	72.0	98.7	81.0	3	1	3
							6	76.9	0.0	81.0	3	2	0
7 X 2.5 Z 16 G	28	54	-1.93	1.76	0.57	486
							1	0.0	80.9	84.0	3	0	3
							2	103.7	74.4	84.0	3	3	1
							3	66.6	77.0	84.0	3	1	1
							4	77.0	66.6	84.0	3	1	1
							5	74.4	103.7	84.0	3	1	3
							6	80.9	0.0	84.0	3	3	0
6 X 2.5 Z 12 G	15	368	-0.88	6.44	2.08	449
							1	0.0	44.2	60.0	2	0	2
							2	57.2	41.3	60.0	2	2	1
							3	36.9	42.9	60.0	2	1	1
							4	42.9	36.9	60.0	2	1	1
							5	41.3	57.2	60.0	2	1	2

							6	44.2	0.0	60.0	2	2	0
6 X 2.5 Z 12 G	16	311	-0.96	5.80	1.88	475
							1	0.0	46.9	64.0	2	0	2
							2	60.6	43.9	64.0	2	2	1
							3	39.3	45.5	64.0	2	1	1
							4	45.5	39.3	64.0	2	1	1
							5	43.9	60.6	64.0	2	1	2
							6	46.9	0.0	64.0	2	2	0

III-O-123

15 October 1998

Six 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	230	-1.16	4.82	1.57	526
							1	0.0	52.2	72.0	2	0	2
							2	67.3	49.0	72.0	2	2	1
							3	43.9	50.7	72.0	2	1	1
							4	50.7	43.9	72.0	2	1	1
							5	49.0	67.3	72.0	2	1	2
							6	52.2	0.0	72.0	2	2	0
6 X 2.5 Z 12 G	20	174	-1.34	4.03	1.32	577
							1	0.0	57.4	80.0	2	0	2
							2	73.9	54.1	80.0	2	2	1
							3	48.7	55.9	80.0	2	1	1
							4	55.9	48.7	80.0	2	1	1
							5	54.1	73.9	80.0	2	1	2
							6	57.4	0.0	80.0	2	2	0
6 X 2.5 Z 12 G	22	160	-1.82	4.07	1.34	628
							1	0.0	62.6	66.0	3	0	2
							2	80.5	59.1	66.0	3	2	1
							3	53.3	61.2	66.0	3	1	1
							4	61.2	53.3	66.0	3	1	1
							5	59.1	80.5	66.0	3	1	2
							6	62.6	0.0	66.0	3	2	0
6 X 2.5 Z 12 G	24	129	-2.05	3.60	1.18	688
							1	0.0	69.1	72.0	3	0	2
							2	88.9	64.4	72.0	3	3	1
							3	57.8	66.5	72.0	3	1	1
							4	66.5	57.8	72.0	3	1	1
							5	64.4	88.9	72.0	3	1	3
							6	69.1	0.0	72.0	3	2	0

III-O-124

15 October 1998

Six 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	116	-2.18	3.37	1.11	714
							1	0.0	71.7	75.0	3	0	2
							2	92.2	66.9	75.0	3	3	1
							3	60.1	69.0	75.0	3	1	1
							4	69.0	60.1	75.0	3	1	1
							5	66.9	92.2	75.0	3	1	3
							6	71.7	0.0	75.0	3	2	0
6 X 2.5 Z 12 G	26	106	-2.33	3.20	1.05	739
							1	0.0	74.3	78.0	3	0	2
							2	95.5	69.4	78.0	3	3	1
							3	62.4	71.6	78.0	3	1	1
							4	71.6	62.4	78.0	3	1	1
							5	69.4	95.5	78.0	3	1	3
							6	74.3	0.0	78.0	3	2	0
6 X 2.5 Z 12 G	27	95	-2.44	2.98	0.98	765
							1	0.0	76.9	81.0	3	0	2
							2	98.7	72.0	81.0	3	3	1
							3	64.8	74.3	81.0	3	1	1
							4	74.3	64.8	81.0	3	1	1
							5	72.0	98.7	81.0	3	1	3
							6	76.9	0.0	81.0	3	2	0
6 X 2.5 Z 12 G	28	87	-2.56	2.83	0.92	799
							1	0.0	80.9	84.0	3	0	3
							2	103.7	74.4	84.0	3	3	1
							3	66.6	77.0	84.0	3	1	1
							4	77.0	66.6	84.0	3	1	1
							5	74.4	103.7	84.0	3	1	3
							6	80.9	0.0	84.0	3	3	0

III-O-125

15 October 1998

Six 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	300	-0.88	5.25	1.70	364
							1	0.0	44.2	60.0	2	0	2
							2	57.2	41.3	60.0	2	2	1
							3	36.9	42.9	60.0	2	1	1
							4	42.9	36.9	60.0	2	1	1
							5	41.3	57.2	60.0	2	1	2
							6	44.2	0.0	60.0	2	2	0
6 X 2.5 Z 13 G	16	252	-0.96	4.70	1.53	385
							1	0.0	46.9	64.0	2	0	2
							2	60.6	43.9	64.0	2	2	1
							3	39.3	45.5	64.0	2	1	1
							4	45.5	39.3	64.0	2	1	1
							5	43.9	60.6	64.0	2	1	2
							6	46.9	0.0	64.0	2	2	0
6 X 2.5 Z 13 G	18	187	-1.15	3.91	1.28	426
							1	0.0	52.2	72.0	2	0	2
							2	67.3	49.0	72.0	2	2	1
							3	43.9	50.7	72.0	2	1	1
							4	50.7	43.9	72.0	2	1	1
							5	49.0	67.3	72.0	2	1	2
							6	52.2	0.0	72.0	2	2	0
6 X 2.5 Z 13 G	20	141	-1.33	3.27	1.07	467
							1	0.0	57.4	80.0	2	0	2
							2	73.9	54.1	80.0	2	2	1
							3	48.7	55.9	80.0	2	1	1
							4	55.9	48.7	80.0	2	1	1
							5	54.1	73.9	80.0	2	1	2
							6	57.4	0.0	80.0	2	2	0

III-O-126

15 October 1998

Six 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	3.36	1.10	516
							1	0.0	63.8	66.0	3	0	2
							2	82.2	59.3	66.0	3	3	1
							3	53.1	61.2	66.0	3	1	1
							4	61.2	53.1	66.0	3	1	1
							5	59.3	82.2	66.0	3	1	3
							6	63.8	0.0	66.0	3	2	0
6 X 2.5 Z 13 G	24	106	-2.06	2.96	0.97	557
							1	0.0	69.1	72.0	3	0	2
							2	88.9	64.4	72.0	3	3	1
							3	57.8	66.5	72.0	3	1	1
							4	66.5	57.8	72.0	3	1	1
							5	64.4	88.9	72.0	3	1	3
							6	69.1	0.0	72.0	3	2	0
6 X 2.5 Z 13 G	25	95	-2.19	2.77	0.91	578
							1	0.0	71.7	75.0	3	0	2
							2	92.2	66.9	75.0	3	3	1
							3	60.1	69.0	75.0	3	1	1
							4	69.0	60.1	75.0	3	1	1
							5	66.9	92.2	75.0	3	1	3
							6	71.7	0.0	75.0	3	2	0
6 X 2.5 Z 13 G	26	86	-2.31	2.59	0.85	598
							1	0.0	74.3	78.0	3	0	2
							2	95.5	69.4	78.0	3	3	1
							3	62.4	71.6	78.0	3	1	1
							4	71.6	62.4	78.0	3	1	1
							5	69.4	95.5	78.0	3	1	3
							6	74.3	0.0	78.0	3	2	0

III-O-127

15 October 1998

Six 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	78	-2.43	2.46	0.80	626
							1	0.0	78.2	81.0	3	0	3
							2	100.4	72.0	81.0	3	3	1
							3	64.3	74.3	81.0	3	1	1
							4	74.3	64.3	81.0	3	1	1
							5	72.0	100.4	81.0	3	1	3
							6	78.2	0.0	81.0	3	3	0
6 X 2.5 Z 13 G	28	70	-2.54	2.30	0.75	647
							1	0.0	80.9	84.0	3	0	3
							2	103.7	74.4	84.0	3	3	1
							3	66.6	77.0	84.0	3	1	1
							4	77.0	66.6	84.0	3	1	1
							5	74.4	103.7	84.0	3	1	3
							6	80.9	0.0	84.0	3	3	0
6 X 2.5 Z 14 G	15	236	-0.83	4.13	1.34	300
							1	0.0	44.2	60.0	2	0	2
							2	57.2	41.3	60.0	2	2	1
							3	36.9	42.9	60.0	2	1	1
							4	42.9	36.9	60.0	2	1	1
							5	41.3	57.2	60.0	2	1	2
							6	44.2	0.0	60.0	2	2	0
6 X 2.5 Z 14 G	16	199	-0.91	3.72	1.21	317
							1	0.0	46.9	64.0	2	0	2
							2	60.6	43.9	64.0	2	2	1
							3	39.3	45.5	64.0	2	1	1
							4	45.5	39.3	64.0	2	1	1
							5	43.9	60.6	64.0	2	1	2
							6	46.9	0.0	64.0	2	2	0

III-O-128

15 October 1998

Six 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	147	-1.09	3.08	1.00	351
							1	0.0	52.2	72.0	2	0	2
							2	67.3	49.0	72.0	2	2	1
							3	43.9	50.7	72.0	2	1	1
							4	50.7	43.9	72.0	2	1	1
							5	49.0	67.3	72.0	2	1	2
							6	52.2	0.0	72.0	2	2	0
6 X 2.5 Z 14 G	20	110	-1.26	2.57	0.84	385
							1	0.0	57.4	80.0	2	0	2
							2	73.9	54.1	80.0	2	2	1
							3	48.7	55.9	80.0	2	1	1
							4	55.9	48.7	80.0	2	1	1
							5	54.1	73.9	80.0	2	1	2
							6	57.4	0.0	80.0	2	2	0
6 X 2.5 Z 14 G	22	104	-1.71	2.68	0.87	425
							1	0.0	63.8	66.0	3	0	2
							2	82.2	59.3	66.0	3	3	1
							3	53.1	61.2	66.0	3	1	1
							4	61.2	53.1	66.0	3	1	1
							5	59.3	82.2	66.0	3	1	3
							6	63.8	0.0	66.0	3	2	0
6 X 2.5 Z 14 G	24	84	-1.96	2.34	0.76	459
							1	0.0	69.1	72.0	3	0	2
							2	88.9	64.4	72.0	3	3	1
							3	57.8	66.5	72.0	3	1	1
							4	66.5	57.8	72.0	3	1	1
							5	64.4	88.9	72.0	3	1	3
							6	69.1	0.0	72.0	3	2	0

III-O-129

15 October 1998

Six 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	75	-2.08	2.18	0.72	476
							1	0.0	71.7	75.0	3	0	2
							2	92.2	66.9	75.0	3	3	1
							3	60.1	69.0	75.0	3	1	1
							4	69.0	60.1	75.0	3	1	1
							5	66.9	92.2	75.0	3	1	3
							6	71.7	0.0	75.0	3	2	0
6 X 2.5 Z 14 G	26	68	-2.19	2.07	0.67	498
							1	0.0	75.6	78.0	3	0	3
							2	97.1	69.4	78.0	3	3	1
							3	61.9	71.7	78.0	3	1	1
							4	71.7	61.9	78.0	3	1	1
							5	69.4	97.1	78.0	3	1	3
							6	75.6	0.0	78.0	3	3	0
6 X 2.5 Z 14 G	27	61	-2.27	1.90	0.62	516
							1	0.0	78.2	81.0	3	0	3
							2	100.4	72.0	81.0	3	3	1
							3	64.3	74.3	81.0	3	1	1
							4	74.3	64.3	81.0	3	1	1
							5	72.0	100.4	81.0	3	1	3
							6	78.2	0.0	81.0	3	3	0
6 X 2.5 Z 14 G	28	54	-2.36	1.77	0.58	533
							1	0.0	80.9	84.0	3	0	3
							2	103.7	74.4	84.0	3	3	1
							3	66.6	77.0	84.0	3	1	1
							4	77.0	66.6	84.0	3	1	1
							5	74.4	103.7	84.0	3	1	3
							6	80.9	0.0	84.0	3	3	0

III-O-130

15 October 1998

Six 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	216	-0.82	3.78	1.22	278
							1	0.0	44.2	60.0	2	0	2
							2	57.2	41.3	60.0	2	2	1
							3	36.9	42.9	60.0	2	1	1
							4	42.9	36.9	60.0	2	1	1
							5	41.3	57.2	60.0	2	1	2
							6	44.2	0.0	60.0	2	2	0
6 X 2.5 Z 15 G	16	181	-0.89	3.38	1.10	294
							1	0.0	46.9	64.0	2	0	2
							2	60.6	43.9	64.0	2	2	1
							3	39.3	45.5	64.0	2	1	1
							4	45.5	39.3	64.0	2	1	1
							5	43.9	60.6	64.0	2	1	2
							6	46.9	0.0	64.0	2	2	0
6 X 2.5 Z 15 G	18	135	-1.07	2.82	0.92	326
							1	0.0	52.2	72.0	2	0	2
							2	67.3	49.0	72.0	2	2	1
							3	43.9	50.7	72.0	2	1	1
							4	50.7	43.9	72.0	2	1	1
							5	49.0	67.3	72.0	2	1	2
							6	52.2	0.0	72.0	2	2	0
6 X 2.5 Z 15 G	20	104	-1.24	2.42	0.78	363
							1	0.0	58.5	80.0	2	0	2
							2	75.5	54.3	80.0	2	3	1
							3	48.4	56.0	80.0	2	1	1
							4	56.0	48.4	80.0	2	1	1
							5	54.3	75.5	80.0	2	1	3
							6	58.5	0.0	80.0	2	2	0

III-O-131

15 October 1998

Six 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	97	-1.69	2.49	0.80	400
							1	0.0	64.9	66.0	3	0	3
							2	83.6	59.3	66.0	3	3	1
							3	52.6	61.4	66.0	3	1	1
							4	61.4	52.6	66.0	3	1	1
							5	59.3	83.6	66.0	3	1	3
							6	64.9	0.0	66.0	3	3	0
6 X 2.5 Z 15 G	24	76	-1.92	2.13	0.70	426
							1	0.0	69.1	72.0	3	0	2
							2	88.9	64.4	72.0	3	3	1
							3	57.8	66.5	72.0	3	1	1
							4	66.5	57.8	72.0	3	1	1
							5	64.4	88.9	72.0	3	1	3
							6	69.1	0.0	72.0	3	2	0
6 X 2.5 Z 15 G	25	69	-2.02	2.00	0.65	447
							1	0.0	73.0	75.0	3	0	3
							2	93.7	66.8	75.0	3	3	1
							3	59.6	69.2	75.0	3	1	1
							4	69.2	59.6	75.0	3	1	1
							5	66.8	93.7	75.0	3	1	3
							6	73.0	0.0	75.0	3	3	0
6 X 2.5 Z 15 G	26	62	-2.12	1.86	0.61	463
							1	0.0	75.6	78.0	3	0	3
							2	97.1	69.4	78.0	3	3	1
							3	61.9	71.7	78.0	3	1	1
							4	71.7	61.9	78.0	3	1	1
							5	69.4	97.1	78.0	3	1	3
							6	75.6	0.0	78.0	3	3	0

III-O-132

15 October 1998

Six 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	55	-2.23	1.72	0.56	473
							1	0.0	76.9	81.0	3	0	2
							2	98.7	72.0	81.0	3	3	1
							3	64.8	74.3	81.0	3	1	1
							4	74.3	64.8	81.0	3	1	1
							5	72.0	98.7	81.0	3	1	3
							6	76.9	0.0	81.0	3	2	0
6 X 2.5 Z 15 G	28	50	-2.32	1.62	0.53	495
							1	0.0	80.9	84.0	3	0	3
							2	103.7	74.4	84.0	3	3	1
							3	66.6	77.0	84.0	3	1	1
							4	77.0	66.6	84.0	3	1	1
							5	74.4	103.7	84.0	3	1	3
							6	80.9	0.0	84.0	3	3	0
6 X 2.5 Z 16 G	15	194	-0.81	3.39	1.10	253
							1	0.0	44.2	60.0	2	0	2
							2	57.2	41.3	60.0	2	2	1
							3	36.9	42.9	60.0	2	1	1
							4	42.9	36.9	60.0	2	1	1
							5	41.3	57.2	60.0	2	1	2
							6	44.2	0.0	60.0	2	2	0
6 X 2.5 Z 16 G	16	164	-0.89	3.06	0.99	267
							1	0.0	46.9	64.0	2	0	2
							2	60.6	43.9	64.0	2	2	1
							3	39.3	45.5	64.0	2	1	1
							4	45.5	39.3	64.0	2	1	1
							5	43.9	60.6	64.0	2	1	2
							6	46.9	0.0	64.0	2	2	0

III-O-133

15 October 1998

Six 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	121	-1.06	2.54	0.83	296
							1	0.0	52.2	72.0	2	0	2
							2	67.3	49.0	72.0	2	2	1
							3	43.9	50.7	72.0	2	1	1
							4	50.7	43.9	72.0	2	1	1
							5	49.0	67.3	72.0	2	1	2
							6	52.2	0.0	72.0	2	2	0
6 X 2.5 Z 16 G	20	92	-1.24	2.13	0.70	324
							1	0.0	57.4	80.0	2	0	2
							2	73.9	54.1	80.0	2	2	1
							3	48.7	55.9	80.0	2	1	1
							4	55.9	48.7	80.0	2	1	1
							5	54.1	73.9	80.0	2	1	2
							6	57.4	0.0	80.0	2	2	0
6 X 2.5 Z 16 G	22	85	-1.69	2.17	0.71	353
							1	0.0	62.6	66.0	3	0	2
							2	80.5	59.1	66.0	3	2	1
							3	53.3	61.2	66.0	3	1	1
							4	61.2	53.3	66.0	3	1	1
							5	59.1	80.5	66.0	3	1	2
							6	62.6	0.0	66.0	3	2	0
6 X 2.5 Z 16 G	24	69	-1.88	1.92	0.62	391
							1	0.0	70.3	72.0	3	0	3
							2	90.4	64.3	72.0	3	3	1
							3	57.3	66.5	72.0	3	1	1
							4	66.5	57.3	72.0	3	1	1
							5	64.3	90.4	72.0	3	1	3
							6	70.3	0.0	72.0	3	3	0

III-O-134

15 October 1998

Six 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	61	-1.99	1.77	0.58	401
							1	0.0	71.7	75.0	3	0	2
							2	92.2	66.9	75.0	3	3	1
							3	60.1	69.0	75.0	3	1	1
							4	69.0	60.1	75.0	3	1	1
							5	66.9	92.2	75.0	3	1	3
							6	71.7	0.0	75.0	3	2	0
6 X 2.5 Z 16 G	26	55	-2.10	1.66	0.54	415
							1	0.0	74.3	78.0	3	0	2
							2	95.5	69.4	78.0	3	3	1
							3	62.4	71.6	78.0	3	1	1
							4	71.6	62.4	78.0	3	1	1
							5	69.4	95.5	78.0	3	1	3
							6	74.3	0.0	78.0	3	2	0
6 X 2.5 Z 16 G	27	49	-2.20	1.54	0.51	430
							1	0.0	76.9	81.0	3	0	2
							2	98.7	72.0	81.0	3	3	1
							3	64.8	74.3	81.0	3	1	1
							4	74.3	64.8	81.0	3	1	1
							5	72.0	98.7	81.0	3	1	3
							6	76.9	0.0	81.0	3	2	0
6 X 2.5 Z 16 G	28	45	-2.33	1.48	0.48	449
							1	0.0	80.9	84.0	3	0	3
							2	103.7	74.4	84.0	3	3	1
							3	66.6	77.0	84.0	3	1	1
							4	77.0	66.6	84.0	3	1	1
							5	74.4	103.7	84.0	3	1	3
							6	80.9	0.0	84.0	3	3	0

III-O-135

15 October 1998