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

 

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.

  

 

8 X 3.5 Z 12 G

24

234

-1.51

6.54

2.14

919

              
             

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

8 X 3.5 Z 12 G

25

213

-1.63

6.19

2.03

953

              
             

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

8 X 3.5 Z 12 G

28

164

-1.96

5.34

1.74

1067

              
             

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

8 X 3.5 Z 12 G

30

149

-2.37

5.20

1.70

1135

              
             

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-74

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.

  

 

8 X 3.5 Z 12 G

32

127

-2.63

4.72

1.55

1203

              
             

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

8 X 3.5 Z 12 G

35

103

-3.06

4.16

1.37

1306

              
             

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

8 X 3.5 Z 12 G

37

95

-3.56

4.08

1.35

1374

              
             

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

8 X 3.5 Z 12 G

40

76

-3.91

3.52

1.17

1476

              
             

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-75

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.

  

 

8 X 3.5 Z 13 G

20

256

-0.99

5.94

1.95

624

              
             

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 13 G

22

223

-1.27

5.70

1.88

679

              
             

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

8 X 3.5 Z 13 G

24

185

-1.47

5.16

1.69

744

              
             

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

8 X 3.5 Z 13 G

25

168

-1.58

4.89

1.60

771

              
             

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-76

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.

  

 

8 X 3.5 Z 13 G

28

129

-1.90

4.20

1.37

863