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

              
             

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 13 G

30

118

-2.30

4.11

1.34

919

              
             

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

8 X 3.5 Z 13 G

32

102

-2.58

3.78

1.24

974

              
             

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 13 G

35

80

-2.93

3.24

1.07

1057

              
             

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-77

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

37

74

-3.40

3.17

1.05

1112

              
             

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 13 G

40

60

-3.79

2.78

0.92

1195

              
             

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 14 G

20

205

-0.96

4.76

1.56

514

              
             

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 14 G

22

178

-1.20

4.57

1.49

567

              
             

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

III-O-78

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 14 G

24

149

-1.42

4.18

1.35

620

              
             

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

8 X 3.5 Z 14 G

25

136

-1.52

3.96

1.29

643

              
             

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

8 X 3.5 Z 14 G

28

104

-1.85

3.39

1.11

711

              
             

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 14 G

30

94

-2.22

3.28

1.07

757

              
             

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-79

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 14 G

32

80

-2.46

2.98

0.98

802

              
             

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 14 G

35

64

-2.83

2.59

0.85

870

              
             

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 14 G

37

59

-3.28

2.53

0.84

916

              
             

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 14 G

40

48

-3.69

2.24

0.74

984

              
             

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-80

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 14 G

20

184

-0.92

4.26

1.40

477

              
             

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 14 G

22

155

-1.12

3.98

1.30

526

              
             

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

8 X 3.5 Z 15 G

24

132

-1.34

3.69

1.19

576

              
             

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

8 X 3.5 Z 15 G

25

121

-1.46

3.53

1.15

597

              
             

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-81

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 15 G

28

93

-1.77

3.02

0.99

660

              
             

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 15 G

30

84

-2.12

2.91

0.95

703

              
             

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

8 X 3.5 Z 15 G

32

72

-2.37

2.67

0.88

745

              
             

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 15 G

35

57

-2.73

2.32

0.77

808

              
             

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-82

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 15 G

37

53

-3.18

2.28

0.75

850

              
             

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 15 G

40

44

-3.58

2.02

0.67

914

              
             

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 16 G

20

155

-0.86

3.61

1.18

433

              
             

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 16 G

22

141

-1.12

3.61

1.17

503

              
             

1

0.0

64.6

66.0

3

0

3
             

2

84.1

61.6

66.0

3

3

2
             

3

55.3

64.0

66.0

3

2

2
             

4

64.0

55.3

66.0

3

2

2
             

5

61.6

84.1

66.0

3

2

3
             

6

64.6

0.0

66.0

3

3

0

III-O-83

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 16 G

24

115

-1.30

3.22

1.05

542

              
             

1

0.0

69.9

72.0

3

0

3
             

2

90.9

66.8

72.0

3

3

2
             

3

60.0

69.3

72.0

3

2

2
             

4

69.3

60.0

72.0

3

2

2
             

5

66.8

90.9

72.0

3

2

3
             

6

69.9

0.0

72.0

3

3

0

8 X 3.5 Z 16 G

25

106

-1.41

3.08

1.00

561

              
             

1

0.0

72.6

75.0

3

0

3
             

2

94.3

69.3

75.0

3

3

2
             

3

62.5

71.9

75.0

3

2

2
             

4

71.9

62.5

75.0

3

2

2
             

5

69.3

94.3

75.0

3

2

3
             

6

72.6

0.0

75.0

3

3

0

8 X 3.5 Z 16 G

28

80

-1.67

2.59

0.85

599

              
             

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 16 G

30

73

-2.04

2.53

0.83

657

              
             

1

0.0

85.7

72.0

4

0

3
             

2

110.9

82.1

72.0

4

3

2
             

3

74.3

85.1

72.0

4

2

2
             

4

85.1

74.3

72.0

4

2

2
             

5

82.1

110.9

72.0

4

2

3
             

6

85.7

0.0

72.0

4

3

0

III-O-84

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 16 G

32

62

-2.24

2.30

0.75

676

              
             

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 16 G

35

49

-2.57

2.00

0.66

734

              
             

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 16 G

37

46

-3.02

1.97

0.65

772

              
             

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 16 G

40

37

-3.35

1.72

0.57

829

              
             

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-85

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 3.0 Z 12 G

20

311

-1.08

7.23

2.37

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

8 X 3.0 Z 12 G

22

278

-1.43

7.08

2.33

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

8 X 3.0 Z 12 G

24

228

-1.63

6.35

2.08

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

8 X 3.0 Z 12 G

25

206

-1.74

5.99

1.96

893

              
             

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-86

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 3.0 Z 12 G

28

156

-2.07

5.08

1.66

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

8 X 3.0 Z 12 G

30

145

-2.55

5.06

1.65

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

8 X 3.0 Z 12 G

32

123

-2.81

4.56

1.50

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

8 X 3.0 Z 12 G

35

97

-3.21

3.94

1.30

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-87

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 3.0 Z 12 G

37

92

-3.81

3.95

1.30

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

8 X 3.0 Z 12 G

40

73

-4.14

3.36

1.11

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

8 X 3.0 Z 13 G

20

227

-0.97

5.28

1.73

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

8 X 3.0 Z 13 G

22

203

-1.28

5.19

1.71

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-88

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 3.0 Z 13 G

24

167

-1.47

4.65

1.52

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

8 X 3.0 Z 13 G

25

150

-1.56

4.36

1.43

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

8 X 3.0 Z 13 G

28

114

-1.86

3.71

1.21

809