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.

  

 

7 X 2.5 Z 16 G

27

59

-1.85

1.86

0.61

466

              
             

1

0.0

76.9

81.0

3

0

2
             

2

98.7

72.0

81.0

3

3

1
             

3

64.8

74.3

81.0

3

1

1
             

4

74.3

64.8

81.0

3

1

1
             

5

72.0

98.7

81.0

3

1

3
             

6

76.9

0.0

81.0

3

2

0

7 X 2.5 Z 16 G

28

54

-1.93

1.76

0.57

486

              
             

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

6 X 2.5 Z 12 G

15

368

-0.88

6.44

2.08

449

              
             

1

0.0

44.2

60.0

2

0

2
             

2

57.2

41.3

60.0

2

2

1
             

3

36.9

42.9

60.0

2

1

1
             

4

42.9

36.9

60.0

2

1

1
             

5

41.3

57.2

60.0

2

1

2
             

6

44.2

0.0

60.0

2

2

0

6 X 2.5 Z 12 G

16

311

-0.96

5.80

1.88

475

              
             

1

0.0

46.9

64.0

2

0

2
             

2

60.6

43.9

64.0

2

2

1
             

3

39.3

45.5

64.0

2

1

1
             

4

45.5

39.3

64.0

2

1

1
             

5

43.9

60.6

64.0

2

1

2
             

6

46.9

0.0

64.0

2

2

0

III-O-123

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.

  

 

6 X 2.5 Z 12 G

18

230

-1.16

4.82

1.57

526

              
             

1

0.0

52.2

72.0

2

0

2
             

2

67.3

49.0

72.0

2

2

1
             

3

43.9

50.7

72.0

2

1

1
             

4

50.7

43.9

72.0

2

1

1
             

5

49.0

67.3

72.0

2

1

2
             

6

52.2

0.0

72.0

2

2

0

6 X 2.5 Z 12 G

20

174

-1.34

4.03

1.32

577

              
             

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

6 X 2.5 Z 12 G

22

160

-1.82

4.07

1.34

628

              
             

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

6 X 2.5 Z 12 G

24

129

-2.05

3.60

1.18

688

              
             

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

III-O-124

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.

  

 

6 X 2.5 Z 12 G

25

116

-2.18

3.37

1.11

714

              
             

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

6 X 2.5 Z 12 G

26

106

-2.33

3.20

1.05

739

              
             

1

0.0

74.3

78.0

3

0

2
             

2

95.5

69.4

78.0

3

3

1
             

3

62.4

71.6

78.0

3

1

1
             

4

71.6

62.4

78.0

3

1

1
             

5

69.4

95.5

78.0

3

1

3
             

6

74.3

0.0

78.0

3

2

0

6 X 2.5 Z 12 G

27

95

-2.44

2.98

0.98

765

              
             

1

0.0

76.9

81.0

3

0

2
             

2

98.7

72.0

81.0

3

3

1
             

3

64.8

74.3

81.0

3

1

1
             

4

74.3

64.8

81.0

3

1

1
             

5

72.0

98.7

81.0

3

1

3
             

6

76.9

0.0

81.0

3

2

0

6 X 2.5 Z 12 G

28

87

-2.56

2.83

0.92

799

              
             

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

III-O-125

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.

  

 

6 X 2.5 Z 13 G

15

300

-0.88

5.25

1.70

364

              
             

1

0.0

44.2

60.0

2

0

2
             

2

57.2

41.3

60.0

2

2

1
             

3

36.9

42.9

60.0

2

1

1
             

4

42.9

36.9

60.0

2

1

1
             

5

41.3

57.2

60.0

2

1

2
             

6

44.2

0.0

60.0

2

2

0

6 X 2.5 Z 13 G

16

252

-0.96

4.70

1.53

385

              
             

1

0.0

46.9

64.0

2

0

2
             

2

60.6

43.9

64.0

2

2

1
             

3

39.3

45.5

64.0

2

1

1
             

4

45.5

39.3

64.0

2

1

1
             

5

43.9

60.6

64.0

2

1

2
             

6

46.9

0.0

64.0

2

2

0

6 X 2.5 Z 13 G

18

187

-1.15

3.91

1.28

426

              
             

1

0.0

52.2

72.0

2

0

2
             

2

67.3

49.0

72.0

2

2

1
             

3

43.9

50.7

72.0

2

1

1
             

4

50.7

43.9

72.0

2

1

1
             

5

49.0

67.3

72.0

2

1

2
             

6

52.2

0.0

72.0

2

2

0

6 X 2.5 Z 13 G

20

141

-1.33

3.27

1.07

467

              
             

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

III-O-126

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.

  

 

6 X 2.5 Z 13 G

22

131

-1.79

3.36

1.10

516