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