Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 12 G

20

287

-0.85

6.67

2.19

722

              
             

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

9 X 2.5 Z 12 G

22

270

-1.17

6.89

2.27

786

              
             

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

9 X 2.5 Z 12 G

24

217

-1.31

6.06

1.98

861

              
             

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

9 X 2.5 Z 12 G

25

197

-1.39

5.74

1.86

904

              
             

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

III-O-61

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 12 G

28

141

-1.58

4.58

1.49

1000

              
             

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

9 X 2.5 Z 12 G

30

138

-2.06

4.83

1.58

1064

              
             

1

0.0

86.2

72.0

4

0

3
             

2

110.3

79.4

72.0

4

3

1
             

3

71.2

82.1

72.0

4

1

1
             

4

82.1

71.2

72.0

4

1

1
             

5

79.4

110.3

72.0

4

1

3
             

6

86.2

0.0

72.0

4

3

0

9 X 2.5 Z 12 G

32

115

-2.22

4.27

1.40

1128

              
             

1

0.0

91.4

76.8

4

0

3
             

2

117.0

84.6

76.8

4

3

1
             

3

75.9

87.3

76.8

4

1

1
             

4

87.3

75.9

76.8

4

1

1
             

5

84.6

117.0

76.8

4

1

3
             

6

91.4

0.0

76.8

4

3

0

9 X 2.5 Z 12 G

35

88

-2.46

3.57

1.18

1224

              
             

1

0.0

99.2

84.0

4

0

3
             

2

126.9

92.0

84.0

4

3

1
             

3

83.0

95.1

84.0

4

1

1
             

4

95.1

83.0

84.0

4

1

1
             

5

92.0

126.9

84.0

4

1

3
             

6

99.2

0.0

84.0

4

3

0

III-O-62

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 12 G

37

87

-3.05

3.74

1.23

1288

              
             

1

0.0

104.3

74.0

5

0

3
             

2

133.4

97.1

74.0

5

3

1
             

3

87.6

100.4

74.0

5

1

1
             

4

100.4

87.6

74.0

5

1

1
             

5

97.1

133.4

74.0

5

1

3
             

6

104.3

0.0

74.0

5

3

0

9 X 2.5 Z 12 G

40

68

-3.28

3.15

1.04

1384

              
             

1

0.0

112.1

80.0

5

0

3
             

2

143.2

104.6

80.0

5

3

1
             

3

94.5

108.1

80.0

5

1

1
             

4

108.1

94.5

80.0

5

1

1
             

5

104.6

143.2

80.0

5

1

3
             

6

112.1

0.0

80.0

5

3

0

9 X 2.5 Z 13 G

20

232

-0.84

5.38

1.76

585

              
             

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

9 X 2.5 Z 13 G

22

219

-1.17

5.58

1.84

637

              
             

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

III-O-63

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 13 G

24

176

-1.30

4.90

1.60

697

              
             

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

9 X 2.5 Z 13 G

25

157

-1.38

4.57

1.50

723

              
             

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

9 X 2.5 Z 13 G

28

114

-1.57

3.71

1.21

809

              
             

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

9 X 2.5 Z 13 G

30

112

-2.05

3.90

1.28

861

              
             

1

0.0

86.2

72.0

4

0

3
             

2

110.3

79.4

72.0

4

3

1
             

3

71.2

82.1

72.0

4

1

1
             

4

82.1

71.2

72.0

4

1

1
             

5

79.4

110.3

72.0

4

1

3
             

6

86.2

0.0

72.0

4

3

0

III-O-64

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 13 G

32

94

-2.23

3.48

1.14

913

              
             

1

0.0

91.4

76.8

4

0

3
             

2

117.0

84.6

76.8

4

3

1
             

3

75.9

87.3

76.8

4

1

1
             

4

87.3

75.9

76.8

4

1

1
             

5

84.6

117.0

76.8

4

1

3
             

6

91.4

0.0

76.8

4

3

0

9 X 2.5 Z 13 G

35

71

-2.44

2.89

0.95

991

              
             

1

0.0

99.2

84.0

4

0

3
             

2

126.9

92.0

84.0

4

3

1
             

3

83.0

95.1

84.0

4

1

1
             

4

95.1

83.0

84.0

4

1

1
             

5

92.0

126.9

84.0

4

1

3
             

6

99.2

0.0

84.0

4

3

0

9 X 2.5 Z 13 G

37

70

-3.03

3.02

1.00

1042

              
             

1

0.0

104.3

74.0

5

0

3
             

2

133.4

97.1

74.0

5

3

1
             

3

87.6

100.4

74.0

5

1

1
             

4

100.4

87.6

74.0

5

1

1
             

5

97.1

133.4

74.0

5

1

3
             

6

104.3

0.0

74.0

5

3

0

9 X 2.5 Z 13 G

40

54

-3.21

2.51

0.83

1120

              
             

1

0.0

112.1

80.0

5

0

3
             

2

143.2

104.6

80.0

5

3

1
             

3

94.5

108.1

80.0

5

1

1
             

4

108.1

94.5

80.0

5

1

1
             

5

104.6

143.2

80.0

5

1

3
             

6

112.1

0.0

80.0

5

3

0

III-O-65

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 14 G

20

182

-0.80

4.22

1.38

482

              
             

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

9 X 2.5 Z 14 G

22

172

-1.11

4.39

1.44

524

              
             

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

9 X 2.5 Z 14 G

24

138

-1.24

3.86

1.26

574

              
             

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

9 X 2.5 Z 14 G

25

123

-1.31

3.58

1.17

595

              
             

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

III-O-66

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 14 G

28

90

-1.50

2.94

0.96

666

              
             

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

9 X 2.5 Z 14 G

30

89

-1.97

3.11

1.02

709

              
             

1

0.0

86.2

72.0

4

0

3
             

2

110.3

79.4

72.0

4

3

1
             

3

71.2

82.1

72.0

4

1

1
             

4

82.1

71.2

72.0

4

1

1
             

5

79.4

110.3

72.0

4

1

3
             

6

86.2

0.0

72.0

4

3

0

9 X 2.5 Z 14 G

32

74

-2.12

2.74

0.90

752

              
             

1

0.0

91.4

76.8

4

0

3
             

2

117.0

84.6

76.8

4

3

1
             

3

75.9

87.3

76.8

4

1

1
             

4

87.3

75.9

76.8

4

1

1
             

5

84.6

117.0

76.8

4

1

3
             

6

91.4

0.0

76.8

4

3

0

9 X 2.5 Z 14 G

35

55

-2.29

2.24

0.74

816

              
             

1

0.0

99.2

84.0

4

0

3
             

2

126.9

92.0

84.0

4

3

1
             

3

83.0

95.1

84.0

4

1

1
             

4

95.1

83.0

84.0

4

1

1
             

5

92.0

126.9

84.0

4

1

3
             

6

99.2

0.0

84.0

4

3

0

III-O-67

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 14 G

37

55

-2.84

2.34

0.77

858

              
             

1

0.0

104.3

74.0

5

0

3
             

2

133.4

97.1

74.0

5

3

1
             

3

87.6

100.4

74.0

5

1

1
             

4

100.4

87.6

74.0

5

1

1
             

5

97.1

133.4

74.0

5

1

3
             

6

104.3

0.0

74.0

5

3

0

9 X 2.5 Z 14 G

40

43

-3.09

2.00

0.66

922

              
             

1

0.0

112.1

80.0

5

0

3
             

2

143.2

104.6

80.0

5

3

1
             

3

94.5

108.1

80.0

5

1

1
             

4

108.1

94.5

80.0

5

1

1
             

5

104.6

143.2

80.0

5

1

3
             

6

112.1

0.0

80.0

5

3

0

9 X 2.5 Z 15 G

20

167

-0.78

3.87

1.27

447

              
             

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

9 X 2.5 Z 15 G

22

158

-1.09

4.02

1.32

487

              
             

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

III-O-68

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 15 G

24

126

-1.22

3.52

1.15

533

              
             

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

9 X 2.5 Z 15 G

25

113

-1.29

3.28

1.08

553

              
             

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

9 X 2.5 Z 15 G

28

83

-1.48

2.69

0.88

619

              
             

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

9 X 2.5 Z 15 G

30

81

-1.92

2.82

0.92

658

              
             

1

0.0

86.2

72.0

4

0

3
             

2

110.3

79.4

72.0

4

3

1
             

3

71.2

82.1

72.0

4

1

1
             

4

82.1

71.2

72.0

4

1

1
             

5

79.4

110.3

72.0

4

1

3
             

6

86.2

0.0

72.0

4

3

0

III-O-69

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 15 G

32

67

-2.06

2.48

0.81

698

              
             

1

0.0

91.4

76.8

4

0

3
             

2

117.0

84.6

76.8

4

3

1
             

3

75.9

87.3

76.8

4

1

1
             

4

87.3

75.9

76.8

4

1

1
             

5

84.6

117.0

76.8

4

1

3
             

6

91.4

0.0

76.8

4

3

0

9 X 2.5 Z 15 G

35

50

-2.24

2.04

0.67

757

              
             

1

0.0

99.2

84.0

4

0

3
             

2

126.9

92.0

84.0

4

3

1
             

3

83.0

95.1

84.0

4

1

1
             

4

95.1

83.0

84.0

4

1

1
             

5

92.0

126.9

84.0

4

1

3
             

6

99.2

0.0

84.0

4

3

0

9 X 2.5 Z 15 G

37

50

-2.80

2.15

0.71

797

              
             

1

0.0

104.3

74.0

5

0

3
             

2

133.4

97.1

74.0

5

3

1
             

3

87.6

100.4

74.0

5

1

1
             

4

100.4

87.6

74.0

5

1

1
             

5

97.1

133.4

74.0

5

1

3
             

6

104.3

0.0

74.0

5

3

0

9 X 2.5 Z 15 G

40

39

-3.04

1.83

0.61

857

              
             

1

0.0

112.1

80.0

5

0

3
             

2

143.2

104.6

80.0

5

3

1
             

3

94.5

108.1

80.0

5

1

1
             

4

108.1

94.5

80.0

5

1

1
             

5

104.6

143.2

80.0

5

1

3
             

6

112.1

0.0

80.0

5

3

0

III-O-70

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 16 G

20

140

-0.73

3.26

1.07

406

              
             

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

9 X 2.5 Z 16 G

22

130

-0.99

3.32

1.09

442

              
             

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

9 X 2.5 Z 16 G

24

107

-1.16

2.96

0.98

478

              
             

1

0.0

67.8

72.0

3

0

2
             

2

87.1

64.2

72.0

3

2

1
             

3

58.0

66.3

72.0

3

1

1
             

4

66.3

58.0

72.0

3

1

1
             

5

64.2

87.1

72.0

3

1

2
             

6

67.8

0.0

72.0

3

2

0

9 X 2.5 Z 16 G

25

98

-1.21

2.85

0.92

508

              
             

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

III-O-71

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 16 G

28

69

-1.37

2.26

0.74

562

              
             

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

9 X 2.5 Z 16 G

30

68

-1.78

2.37

0.78

598

              
             

1

0.0

86.2

72.0

4

0

3
             

2

110.3

79.4

72.0

4

3

1
             

3

71.2

82.1

72.0

4

1

1
             

4

82.1

71.2

72.0

4

1

1
             

5

79.4

110.3

72.0

4

1

3
             

6

86.2

0.0

72.0

4

3

0

9 X 2.5 Z 16 G

32

56

-1.91

2.09

0.69

634

              
             

1

0.0

91.4

76.8

4

0

3
             

2

117.0

84.6

76.8

4

3

1
             

3

75.9

87.3

76.8

4

1

1
             

4

87.3

75.9

76.8

4

1

1
             

5

84.6

117.0

76.8

4

1

3
             

6

91.4

0.0

76.8

4

3

0

9 X 2.5 Z 16 G

35

43

-2.11

1.74

0.57

688

              
             

1

0.0

99.2

84.0

4

0

3
             

2

126.9

92.0

84.0

4

3

1
             

3

83.0

95.1

84.0

4

1

1
             

4

95.1

83.0

84.0

4

1

1
             

5

92.0

126.9

84.0

4

1

3
             

6

99.2

0.0

84.0

4

3

0

III-O-72

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9,10
Laterally Braced
Z-Sections

Section

Span

Load

Defl

Int
React

End
React

Total Weight

Span
#

Infl Pt
L

Infl Pt
R

Ly

# Brace Locs

Laps
L       R
 

ft.

lb/ft.

in.

kips

kips

lb

 

in.

in.

in.

  

 

9 X 2.5 Z 16 G

37

43

-2.63

1.83

0.61

724

              
             

1

0.0

104.3

74.0

5

0

3
             

2

133.4

97.1

74.0

5

3

1
             

3

87.6

100.4

74.0

5

1

1
             

4

100.4

87.6

74.0

5

1

1
             

5

97.1

133.4

74.0

5

1

3
             

6

104.3

0.0

74.0

5

3

0

9 X 2.5 Z 16 G

40

33

-2.82

1.55

0.51

777

              
             

1

0.0

112.1

80.0

5

0

3
             

2

143.2

104.6

80.0

5

3

1
             

3

94.5

108.1

80.0

5

1

1
             

4

108.1

94.5

80.0

5

1

1
             

5

104.6

143.2

80.0

5

1

3
             

6

112.1

0.0

80.0

5

3

0

8 X 3.5 Z 12 G

20

325

-1.02

7.54

2.47

771

              
             

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

8 X 3.5 Z 12 G

22

283

-1.31

7.22

2.38

839

              
             

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

III-O-73

15 October 1998