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 12 G	15	451	-0.75	7.90	2.56	487
							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
7 X 2.5 Z 12 G	16	378	-0.82	7.06	2.29	515
							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
7 X 2.5 Z 12 G	18	281	-0.98	5.88	1.92	570
							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
7 X 2.5 Z 12 G	20	210	-1.13	4.89	1.60	626
							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-111

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.
7 X 2.5 Z 12 G	22	197	-1.52	5.05	1.65	690
							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
7 X 2.5 Z 12 G	24	158	-1.74	4.40	1.44	746
							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
7 X 2.5 Z 12 G	25	141	-1.84	4.10	1.34	773
							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
7 X 2.5 Z 12 G	26	127	-1.93	3.82	1.25	801
							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-112

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.
7 X 2.5 Z 12 G	27	114	-2.03	3.57	1.18	829
							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 12 G	28	105	-2.14	3.41	1.11	866
							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
7 X 2.5 Z 13 G	15	366	-0.74	6.40	2.07	394
							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
7 X 2.5 Z 13 G	16	308	-0.82	5.75	1.87	417
							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-113

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.
7 X 2.5 Z 13 G	18	227	-0.97	4.76	1.55	462
							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
7 X 2.5 Z 13 G	20	170	-1.12	3.95	1.30	506
							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
7 X 2.5 Z 13 G	22	158	-1.53	4.03	1.33	551
							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
7 X 2.5 Z 13 G	24	128	-1.72	3.56	1.16	604
							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-114

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.
7 X 2.5 Z 13 G	25	115	-1.83	3.33	1.09	626
							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
7 X 2.5 Z 13 G	26	105	-1.95	3.19	1.04	656
							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
7 X 2.5 Z 13 G	27	93	-2.04	2.92	0.96	671
							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 13 G	28	85	-2.13	2.77	0.90	701
							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-115

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.
7 X 2.5 Z 14 G	15	289	-0.71	5.06	1.64	325
							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
7 X 2.5 Z 14 G	16	242	-0.77	4.52	1.47	343
							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
7 X 2.5 Z 14 G	18	179	-0.92	3.74	1.22	380
							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
7 X 2.5 Z 14 G	20	134	-1.06	3.11	1.02	417
							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-116

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.
7 X 2.5 Z 14 G	22	124	-1.45	3.17	1.04	454
							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
7 X 2.5 Z 14 G	24	102	-1.66	2.83	0.93	497
							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
7 X 2.5 Z 14 G	25	91	-1.75	2.64	0.87	516
							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
7 X 2.5 Z 14 G	26	82	-1.85	2.47	0.81	534
							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-117

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.
7 X 2.5 Z 14 G	27	74	-1.94	2.33	0.76	559
							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
7 X 2.5 Z 14 G	28	67	-2.01	2.17	0.71	577
							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
7 X 2.5 Z 15 G	15	263	-0.69	4.60	1.49	302
							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
7 X 2.5 Z 15 G	16	222	-0.76	4.13	1.34	319
							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-118

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.
7 X 2.5 Z 15 G	18	164	-0.91	3.42	1.12	353
							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
7 X 2.5 Z 15 G	20	122	-1.04	2.83	0.93	387
							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
7 X 2.5 Z 15 G	22	114	-1.43	2.90	0.95	422
							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
7 X 2.5 Z 15 G	24	93	-1.63	2.59	0.85	462
							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-119

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.
7 X 2.5 Z 15 G	25	83	-1.72	2.42	0.79	479
							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
7 X 2.5 Z 15 G	26	75	-1.81	2.29	0.74	502
							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
7 X 2.5 Z 15 G	27	68	-1.90	2.13	0.69	519
							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
7 X 2.5 Z 15 G	28	60	-1.95	1.95	0.64	536
							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-120

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.
7 X 2.5 Z 16 G	15	238	-0.69	4.16	1.35	274
							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
7 X 2.5 Z 16 G	16	200	-0.76	3.73	1.21	289
							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
7 X 2.5 Z 16 G	18	147	-0.90	3.08	1.00	320
							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
7 X 2.5 Z 16 G	20	110	-1.03	2.55	0.84	352
							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-121

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.
7 X 2.5 Z 16 G	22	104	-1.44	2.65	0.87	383
							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
7 X 2.5 Z 16 G	24	84	-1.61	2.34	0.76	419
							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
7 X 2.5 Z 16 G	25	75	-1.71	2.18	0.71	435
							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
7 X 2.5 Z 16 G	26	67	-1.78	2.04	0.66	455
							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-122

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.
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