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.

  

 

12 X 2.5 Z 14 G

37

71

-1.86

3.05

1.01

1056

              
             

1

0.0

103.9

74.0

5

0

3
             

2

133.9

99.9

74.0

5

3

2
             

3

90.8

103.4

74.0

5

2

2
             

4

103.4

90.8

74.0

5

2

2
             

5

99.9

133.9

74.0

5

2

3
             

6

103.9

0.0

74.0

5

3

0

12 X 2.5 Z 14 G

40

55

-1.96

2.52

0.84

1133

              
             

1

0.0

111.6

80.0

5

0

3
             

2

143.7

107.5

80.0

5

3

2
             

3

97.8

111.2

80.0

5

2

2
             

4

111.2

97.8

80.0

5

2

2
             

5

107.5

143.7

80.0

5

2

3
             

6

111.6

0.0

80.0

5

3

0

10 X 3.5 Z 12 G

20

434

-0.82

10.05

3.31

906

              
             

1

0.0

57.0

80.0

2

0

2
             

2

74.4

56.3

80.0

2

2

2
             

3

51.2

58.5

80.0

2

2

2
             

4

58.5

51.2

80.0

2

2

2
             

5

56.3

74.4

80.0

2

2

2
             

6

57.0

0.0

80.0

2

2

0

10 X 3.5 Z 12 G

22

378

-1.05

9.61

3.18

983

              
             

1

0.0

62.2

66.0

3

0

2
             

2

81.0

61.4

66.0

3

2

2
             

3

56.1

63.8

66.0

3

2

2
             

4

63.8

56.1

66.0

3

2

2
             

5

61.4

81.0

66.0

3

2

2
             

6

62.2

0.0

66.0

3

2

0

III-O-23

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.

  

 

10 X 3.5 Z 12 G

24

310

-1.23

8.59

2.85

1060

              
             

1

0.0

67.4

72.0

3

0

2
             

2

87.6

66.6

72.0

3

2

2
             

3

60.9

69.1

72.0

3

2

2
             

4

69.1

60.9

72.0

3

2

2
             

5

66.6

87.6

72.0

3

2

2
             

6

67.4

0.0

72.0

3

2

0

10 X 3.5 Z 12 G

25

289

-1.30

8.39

2.74

1124

              
             

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

10 X 3.5 Z 12 G

28

218

-1.57

7.10

2.33

1239

              
             

1

0.0

80.4

84.0

3

0

3
             

2

104.2

77.0

84.0

3

3

2
             

3

69.4

79.8

84.0

3

2

2
             

4

79.8

69.4

84.0

3

2

2
             

5

77.0

104.2

84.0

3

2

3
             

6

80.4

0.0

84.0

3

3

0

10 X 3.5 Z 12 G

30

201

-1.91

6.99

2.30

1316

              
             

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-24

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.

  

 

10 X 3.5 Z 12 G

32

172

-2.13

6.37

2.10

1393

              
             

1

0.0

90.9

76.8

4

0

3
             

2

117.5

87.2

76.8

4

3

2
             

3

79.0

90.3

76.8

4

2

2
             

4

90.3

79.0

76.8

4

2

2
             

5

87.2

117.5

76.8

4

2

3
             

6

90.9

0.0

76.8

4

3

0

10 X 3.5 Z 12 G

35

138

-2.47

5.60

1.85

1508

              
             

1

0.0

98.7

84.0

4

0

3
             

2

127.4

94.8

84.0

4

3

2
             

3

86.0

98.1

84.0

4

2

2
             

4

98.1

86.0

84.0

4

2

2
             

5

94.8

127.4

84.0

4

2

3
             

6

98.7

0.0

84.0

4

3

0

10 X 3.5 Z 12 G

37

127

-2.83

5.42

1.80

1585

              
             

1

0.0

103.9

74.0

5

0

3
             

2

133.9

99.9

74.0

5

3

2
             

3

90.8

103.4

74.0

5

2

2
             

4

103.4

90.8

74.0

5

2

2
             

5

99.9

133.9

74.0

5

2

3
             

6

103.9

0.0

74.0

5

3

0

10 X 3.5 Z 12 G

40

104

-3.19

4.79

1.59

1700

              
             

1

0.0

111.6

80.0

5

0

3
             

2

143.7

107.5

80.0

5

3

2
             

3

97.8

111.2

80.0

5

2

2
             

4

111.2

97.8

80.0

5

2

2
             

5

107.5

143.7

80.0

5

2

3
             

6

111.6

0.0

80.0

5

3

0

III-O-25

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.

  

 

10 X 3.5 Z 13 G

20

343

-0.80

7.94

2.62

733

              
             

1

0.0

57.0

80.0

2

0

2
             

2

74.4

56.3

80.0

2

2

2
             

3

51.2

58.5

80.0

2

2

2
             

4

58.5

51.2

80.0

2

2

2
             

5

56.3

74.4

80.0

2

2

2
             

6

57.0

0.0

80.0

2

2

0

10 X 3.5 Z 13 G

22

308

-1.02

7.89

2.56

816

              
             

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

10 X 3.5 Z 13 G

24

251

-1.18

7.02

2.28

878

              
             

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

10 X 3.5 Z 13 G

25

228

-1.27

6.64

2.16

910

              
             

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

III-O-26

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.

  

 

10 X 3.5 Z 13 G

28

173

-1.53

5.62

1.84

1003

              
             

1

0.0

80.4

84.0

3

0

3
             

2

104.2

77.0

84.0

3

3

2
             

3

69.4

79.8

84.0

3

2

2
             

4

79.8

69.4

84.0

3

2

2
             

5

77.0

104.2

84.0

3

2

3
             

6

80.4

0.0

84.0

3

3

0

10 X 3.5 Z 13 G

30

159

-1.86

5.54

1.82

1065

              
             

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

10 X 3.5 Z 13 G

32

136

-2.08

5.05

1.67

1127

              
             

1

0.0

90.9

76.8

4

0

3
             

2

117.5

87.2

76.8

4

3

2
             

3

79.0

90.3

76.8

4

2

2
             

4

90.3

79.0

76.8

4

2

2
             

5

87.2

117.5

76.8

4

2

3
             

6

90.9

0.0

76.8

4

3

0

10 X 3.5 Z 13 G

35

110

-2.41

4.44

1.47

1221

              
             

1

0.0

98.7

84.0

4

0

3
             

2

127.4

94.8

84.0

4

3

2
             

3

86.0

98.1

84.0

4

2

2
             

4

98.1

86.0

84.0

4

2

2
             

5

94.8

127.4

84.0

4

2

3
             

6

98.7

0.0

84.0

4

3

0

III-O-27

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.

  

 

10 X 3.5 Z 13 G

37

102

-2.80

4.34

1.44

1283

              
             

1

0.0

103.9

74.0

5

0

3
             

2

133.9

99.9

74.0

5

3

2
             

3

90.8

103.4

74.0

5

2

2
             

4

103.4

90.8

74.0

5

2

2
             

5

99.9

133.9

74.0

5

2

3
             

6

103.9

0.0

74.0

5

3

0

10 X 3.5 Z 13 G

40

81

-3.07

3.75

1.25

1376

              
             

1

0.0

111.6

80.0

5

0

3
             

2

143.7

107.5

80.0

5

3

2
             

3

97.8

111.2

80.0

5

2

2
             

4

111.2

97.8

80.0

5

2

2
             

5

107.5

143.7

80.0

5

2

3
             

6

111.6

0.0

80.0

5

3

0

10 X 3.5 Z 14 G

20

259

-0.70

6.05

1.95

621

              
             

1

0.0

59.2

80.0

2

0

3
             

2

77.3

56.5

80.0

2

3

2
             

3

50.6

58.7

80.0

2

2

2
             

4

58.7

50.6

80.0

2

2

2
             

5

56.5

77.3

80.0

2

2

3
             

6

59.2

0.0

80.0

2

3

0

10 X 3.5 Z 14 G

22

228

-0.91

5.84

1.89

672

              
             

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-28

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.

  

 

10 X 3.5 Z 14 G

24

186

-1.06

5.19

1.69

723

              
             

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

10 X 3.5 Z 14 G

25

169

-1.14

4.91

1.60

749

              
             

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

10 X 3.5 Z 14 G

28

128

-1.36

4.15

1.36

826

              
             

1

0.0

80.4

84.0

3

0

3
             

2

104.2

77.0

84.0

3

3

2
             

3

69.4

79.8

84.0

3

2

2
             

4

79.8

69.4

84.0

3

2

2
             

5

77.0

104.2

84.0

3

2

3
             

6

80.4

0.0

84.0

3

3

0

10 X 3.5 Z 14 G

30

117

-1.66

4.08

1.34

877

              
             

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-29

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.

  

 

10 X 3.5 Z 14 G

32

101

-1.86

3.73

1.23

928

              
             

1

0.0

90.9

76.8

4

0

3
             

2

117.5

87.2

76.8

4

3

2
             

3

79.0

90.3

76.8

4

2

2
             

4

90.3

79.0

76.8

4

2

2
             

5

87.2

117.5

76.8

4

2

3
             

6

90.9

0.0

76.8

4

3

0

10 X 3.5 Z 14 G

35

81

-2.15

3.28

1.08

1005

              
             

1

0.0

98.7

84.0

4

0

3
             

2

127.4

94.8

84.0

4

3

2
             

3

86.0

98.1

84.0

4

2

2
             

4

98.1

86.0

84.0

4

2

2
             

5

94.8

127.4

84.0

4

2

3
             

6

98.7

0.0

84.0

4

3

0

10 X 3.5 Z 14 G

37

74

-2.47

3.17

1.05

1056

              
             

1

0.0

103.9

74.0

5

0

3
             

2

133.9

99.9

74.0

5

3

2
             

3

90.8

103.4

74.0

5

2

2
             

4

103.4

90.8

74.0

5

2

2
             

5

99.9

133.9

74.0

5

2

3
             

6

103.9

0.0

74.0

5

3

0

10 X 3.5 Z 14 G

40

60

-2.74

2.76

0.92

1133

              
             

1

0.0

111.6

80.0

5

0

3
             

2

143.7

107.5

80.0

5

3

2
             

3

97.8

111.2

80.0

5

2

2
             

4

111.2

97.8

80.0

5

2

2
             

5

107.5

143.7

80.0

5

2

3
             

6

111.6

0.0

80.0

5

3

0

III-O-30

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.

  

 

10 X 3.5 Z 15 G

20

232

-0.67

5.41

1.75

577

              
             

1

0.0

59.2

80.0

2

0

3
             

2

77.3

56.5

80.0

2

3

2
             

3

50.6

58.7

80.0

2

2

2
             

4

58.7

50.6

80.0

2

2

2
             

5

56.5

77.3

80.0

2

2

3
             

6

59.2

0.0

80.0

2

3

0

10 X 3.5 Z 15 G

22

199

-0.85

5.10

1.65

624

              
             

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

10 X 3.5 Z 15 G

24

166

-1.02

4.63

1.51

672

              
             

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

10 X 3.5 Z 15 G

25

150

-1.09

4.36

1.42

696

              
             

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

III-O-31

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.

  

 

10 X 3.5 Z 15 G

28

114

-1.31

3.71

1.21

767

              
             

1

0.0

80.4

84.0

3

0

3
             

2

104.2

77.0

84.0

3

3

2
             

3

69.4

79.8

84.0

3

2

2
             

4

79.8

69.4

84.0

3

2

2
             

5

77.0

104.2

84.0

3

2

3
             

6

80.4

0.0

84.0

3

3

0

10 X 3.5 Z 15 G

30

102

-1.56

3.56

1.17

814

              
             

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

10 X 3.5 Z 15 G

32

89

-1.76

3.30

1.09

862

              
             

1

0.0

90.9

76.8

4

0

3
             

2

117.5

87.2

76.8

4

3

2
             

3

79.0

90.3

76.8

4

2

2
             

4

90.3

79.0

76.8

4

2

2
             

5

87.2

117.5

76.8

4

2

3
             

6

90.9

0.0

76.8

4

3

0

10 X 3.5 Z 15 G

35

72

-2.05

2.91

0.96

933

              
             

1

0.0

98.7

84.0

4

0

3
             

2

127.4

94.8

84.0

4

3

2
             

3

86.0

98.1

84.0

4

2

2
             

4

98.1

86.0

84.0

4

2

2
             

5

94.8

127.4

84.0

4

2

3
             

6

98.7

0.0

84.0

4

3

0

III-O-32

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.

  

 

10 X 3.5 Z 15 G

37

65

-2.32

2.77

0.92

981

              
             

1

0.0

103.9

74.0

5

0

3
             

2

133.9

99.9

74.0

5

3

2
             

3

90.8

103.4

74.0

5

2

2
             

4

103.4

90.8

74.0

5

2

2
             

5

99.9

133.9

74.0

5

2

3
             

6

103.9

0.0

74.0

5

3

0

10 X 3.5 Z 15 G

40

53

-2.63

2.47

0.82

1052

              
             

1

0.0

111.6

80.0

5

0

3
             

2

143.7

107.5

80.0

5

3

2
             

3

97.8

111.2

80.0

5

2

2
             

4

111.2

97.8

80.0

5

2

2
             

5

107.5

143.7

80.0

5

2

3
             

6

111.6

0.0

80.0

5

3

0

10 X 3.5 Z 16 G

20

184

-0.59

4.29

1.39

523

              
             

1

0.0

59.2

80.0

2

0

3
             

2

77.3

56.5

80.0

2

3

2
             

3

50.6

58.7

80.0

2

2

2
             

4

58.7

50.6

80.0

2

2

2
             

5

56.5

77.3

80.0

2

2

3
             

6

59.2

0.0

80.0

2

3

0

10 X 3.5 Z 16 G

22

155

-0.73

3.97

1.29

567

              
             

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-33

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.

  

 

10 X 3.5 Z 16 G

24

132

-0.89

3.68

1.20

610

              
             

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

10 X 3.5 Z 16 G

25

122

-0.97

3.55

1.16

631

              
             

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

10 X 3.5 Z 16 G

28

98

-1.23

3.17

1.04

696

              
             

1

0.0

80.4

84.0

3

0

3
             

2

104.2

77.0

84.0

3

3

2
             

3

69.4

79.8

84.0

3

2

2
             

4

79.8

69.4

84.0

3

2

2
             

5

77.0

104.2

84.0

3

2

3
             

6

80.4

0.0

84.0

3

3

0

10 X 3.5 Z 16 G

30

84

-1.41

2.93

0.96

739

              
             

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-34

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.

  

 

10 X 3.5 Z 16 G

32

74

-1.61

2.73

0.90

782

              
             

1

0.0

90.9

76.8

4

0

3
             

2

117.5

87.2

76.8

4

3

2
             

3

79.0

90.3

76.8

4

2

2
             

4

90.3

79.0

76.8

4

2

2
             

5

87.2

117.5

76.8

4

2

3
             

6

90.9

0.0

76.8

4

3

0

10 X 3.5 Z 16 G

35

61

-1.92

2.47

0.82

847

              
             

1

0.0

98.7

84.0

4

0

3
             

2

127.4

94.8

84.0

4

3

2
             

3

86.0

98.1

84.0

4

2

2
             

4

98.1

86.0

84.0

4

2

2
             

5

94.8

127.4

84.0

4

2

3
             

6

98.7

0.0

84.0

4

3

0

10 X 3.5 Z 16 G

37

54

-2.14

2.32

0.77

890

              
             

1

0.0

103.9

74.0

5

0

3
             

2

133.9

99.9

74.0

5

3

2
             

3

90.8

103.4

74.0

5

2

2
             

4

103.4

90.8

74.0

5

2

2
             

5

99.9

133.9

74.0

5

2

3
             

6

103.9

0.0

74.0

5

3

0

10 X 3.5 Z 16 G

40

46

-2.48

2.12

0.70

955

              
             

1

0.0

111.6

80.0

5

0

3
             

2

143.7

107.5

80.0

5

3

2
             

3

97.8

111.2

80.0

5

2

2
             

4

111.2

97.8

80.0

5

2

2
             

5

107.5

143.7

80.0

5

2

3
             

6

111.6

0.0

80.0

5

3

0

III-O-35

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.

  

 

10 X 3.0 Z 12 G

20

412

-0.85

9.53

3.14

855

              
             

1

0.0

57.0

80.0

2

0

2
             

2

74.4

56.3

80.0

2

2

2
             

3

51.2

58.5

80.0

2

2

2
             

4

58.5

51.2

80.0

2

2

2
             

5

56.3

74.4

80.0

2

2

2
             

6

57.0

0.0

80.0

2

2

0

10 X 3.0 Z 12 G

22

369

-1.13

9.37

3.10

928

              
             

1

0.0

62.2

66.0

3

0

2
             

2

81.0

61.4

66.0

3

2

2
             

3

56.1

63.8

66.0

3

2

2
             

4

63.8

56.1

66.0

3

2

2
             

5

61.4

81.0

66.0

3

2

2
             

6

62.2

0.0

66.0

3

2

0

10 X 3.0 Z 12 G

24

303

-1.29

8.42

2.77

1013

              
             

1

0.0

68.7

72.0

3

0

2
             

2

89.3

66.8

72.0

3

3

2
             

3

60.6

69.1

72.0

3

2

2
             

4

69.1

60.6

72.0

3

2

2
             

5

66.8

89.3

72.0

3

2

3
             

6

68.7

0.0

72.0

3

2

0

10 X 3.0 Z 12 G

25

277

-1.37

8.04

2.62

1061

              
             

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

III-O-36

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.

  

 

10 X 3.0 Z 12 G

28

205

-1.62

6.67

2.19

1170

              
             

1

0.0

80.4

84.0

3

0

3
             

2

104.2

77.0

84.0

3

3

2
             

3

69.4

79.8

84.0

3

2

2
             

4

79.8

69.4

84.0

3

2

2
             

5

77.0

104.2

84.0

3

2

3
             

6

80.4

0.0

84.0

3

3

0

10 X 3.0 Z 12 G

30

193

-2.01

6.70

2.20

1242

              
             

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

10 X 3.0 Z 12 G

32

164

-2.23

6.09

2.01

1315

              
             

1

0.0

90.9

76.8

4

0

3
             

2

117.5

87.2

76.8

4

3

2
             

3

79.0

90.3

76.8

4

2

2
             

4

90.3

79.0

76.8

4

2

2
             

5

87.2

117.5

76.8

4

2

3
             

6

90.9

0.0

76.8

4

3

0

10 X 3.0 Z 12 G

35

129

-2.54

5.24

1.73

1424

              
             

1

0.0

98.7

84.0

4

0

3
             

2

127.4

94.8

84.0

4

3

2
             

3

86.0

98.1

84.0

4

2

2
             

4

98.1

86.0

84.0

4

2

2
             

5

94.8

127.4

84.0

4

2

3
             

6

98.7

0.0

84.0

4

3

0

III-O-37

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.

  

 

10 X 3.0 Z 12 G

37

122

-3.00

5.21

1.73

1496

              
             

1

0.0

103.9

74.0

5

0

3
             

2

133.9

99.9

74.0

5

3

2
             

3

90.8

103.4

74.0

5

2

2
             

4

103.4

90.8

74.0

5

2

2
             

5

99.9

133.9

74.0

5

2

3
             

6

103.9

0.0

74.0

5

3

0

10 X 3.0 Z 12 G

40

98

-3.32

4.53

1.51

1605

              
             

1

0.0

111.6

80.0

5

0

3
             

2

143.7

107.5

80.0

5

3

2
             

3

97.8

111.2

80.0

5

2

2
             

4

111.2

97.8

80.0

5

2

2
             

5

107.5

143.7

80.0

5

2

3
             

6

111.6

0.0

80.0

5

3

0

10 X 3.0 Z 13 G

20

303

-0.77

7.01

2.31

692

              
             

1

0.0

57.0

80.0

2

0

2
             

2

74.4

56.3

80.0

2

2

2
             

3

51.2

58.5

80.0

2

2

2
             

4

58.5

51.2

80.0

2

2

2
             

5

56.3

74.4

80.0

2

2

2
             

6

57.0

0.0

80.0

2

2

0

10 X 3.0 Z 13 G

22

273

-1.03

6.94

2.30

751

              
             

1

0.0

62.2

66.0

3

0

2
             

2

81.0

61.4

66.0

3

2

2
             

3

56.1

63.8

66.0

3

2

2
             

4

63.8

56.1

66.0

3

2

2
             

5

61.4

81.0

66.0

3

2

2
             

6

62.2

0.0

66.0

3

2

0

III-O-38

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.

  

 

10 X 3.0 Z 13 G

24

221

-1.18

6.10

2.03

810

              
             

1

0.0

67.4

72.0

3

0

2
             

2

87.6

66.6

72.0

3

2

2
             

3

60.9

69.1

72.0

3

2

2
             

4

69.1

60.9

72.0

3

2

2
             

5

66.6

87.6

72.0

3

2

2
             

6

67.4

0.0

72.0

3

2

0

10 X 3.0 Z 13 G

25

202

-1.25

5.83

1.92

849

              
             

1

0.0

71.3

75.0

3

0

2
             

2

92.6

69.4

75.0

3

3

2
             

3

62.9

71.8

75.0

3

2

2
             

4

71.8

62.9

75.0

3

2

2
             

5

69.4

92.6

75.0

3