Four 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

70

-1.78

3.02

0.99

704

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

12 X 2.5 Z 14 G

40

54

-1.89

2.51

0.82

755

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

10 X 3.5 Z 12 G

20

439

-0.81

10.27

3.33

595

              
             

1

0.0

58.1

80.0

2

0

2
             

2

73.5

50.6

80.0

2

2

2
             

3

50.6

73.5

80.0

2

2

2
             

4

58.1

0.0

80.0

2

2

0

10 X 3.5 Z 12 G

22

381

-1.03

9.78

3.19

646

              
             

1

0.0

63.4

66.0

3

0

2
             

2

80.1

55.4

66.0

3

2

2
             

3

55.4

80.1

66.0

3

2

2
             

4

63.4

0.0

66.0

3

2

0

III-N-23

15 October 1998

Four 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

318

-1.20

8.93

2.89

710

              
             

1

0.0

69.9

72.0

3

0

2
             

2

88.3

60.0

72.0

3

3

2
             

3

60.0

88.3

72.0

3

2

3
             

4

69.9

0.0

72.0

3

2

0

10 X 3.5 Z 12 G

25

289

-1.29

8.44

2.74

736

              
             

1

0.0

72.6

75.0

3

0

2
             

2

91.5

62.3

75.0

3

3

2
             

3

62.3

91.5

75.0

3

2

3
             

4

72.6

0.0

75.0

3

2

0

10 X 3.5 Z 12 G

28

221

-1.55

7.27

2.34

825

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.5 Z 12 G

30

204

-1.89

7.15

2.31

876

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

III-N-24

15 October 1998

Four 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

174

-2.10

6.52

2.11

928

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.5 Z 12 G

35

136

-2.37

5.56

1.81

1005

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

10 X 3.5 Z 12 G

37

125

-2.73

5.39

1.76

1056

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.5 Z 12 G

40

102

-3.07

4.76

1.56

1133

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

III-N-25

15 October 1998

Four 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

347

-0.78

8.10

2.63

481

              
             

1

0.0

58.1

80.0

2

0

2
             

2

73.5

50.6

80.0

2

2

2
             

3

50.6

73.5

80.0

2

2

2
             

4

58.1

0.0

80.0

2

2

0

10 X 3.5 Z 13 G

22

312

-1.00

8.09

2.58

544

              
             

1

0.0

65.9

66.0

3

0

3
             

2

83.0

54.7

66.0

3

3

2
             

3

54.7

83.0

66.0

3

2

3
             

4

65.9

0.0

66.0

3

3

0

10 X 3.5 Z 13 G

24

255

-1.17

7.19

2.30

585

              
             

1

0.0

71.3

72.0

3

0

3
             

2

89.8

59.4

72.0

3

3

2
             

3

59.4

89.8

72.0

3

2

3
             

4

71.3

0.0

72.0

3

3

0

10 X 3.5 Z 13 G

25

231

-1.25

6.80

2.18

606

              
             

1

0.0

74.0

75.0

3

0

3
             

2

93.0

61.7

75.0

3

3

2
             

3

61.7

93.0

75.0

3

2

3
             

4

74.0

0.0

75.0

3

3

0

III-N-26

15 October 1998

Four 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

175

-1.51

5.75

1.85

668

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.5 Z 13 G

30

161

-1.84

5.67

1.83

710

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

10 X 3.5 Z 13 G

32

138

-2.05

5.17

1.68

751

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.5 Z 13 G

35

109

-2.33

4.45

1.45

813

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

III-N-27

15 October 1998

Four 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

100

-2.68

4.31

1.41

855

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.5 Z 13 G

40

80

-2.94

3.71

1.22

917

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

10 X 3.5 Z 14 G

20

263

-0.69

6.21

1.97

414

              
             

1

0.0

60.4

80.0

2

0

3
             

2

76.3

49.9

80.0

2

3

2
             

3

49.9

76.3

80.0

2

2

3
             

4

60.4

0.0

80.0

2

3

0

10 X 3.5 Z 14 G

22

231

-0.90

5.98

1.90

448

              
             

1

0.0

65.9

66.0

3

0

3
             

2

83.0

54.7

66.0

3

3

2
             

3

54.7

83.0

66.0

3

2

3
             

4

65.9

0.0

66.0

3

3

0

III-N-28

15 October 1998

Four 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

188

-1.04

5.32

1.70

482

              
             

1

0.0

71.3

72.0

3

0

3
             

2

89.8

59.4

72.0

3

3

2
             

3

59.4

89.8

72.0

3

2

3
             

4

71.3

0.0

72.0

3

3

0

10 X 3.5 Z 14 G

25

171

-1.12

5.03

1.61

499

              
             

1

0.0

74.0

75.0

3

0

3
             

2

93.0

61.7

75.0

3

3

2
             

3

61.7

93.0

75.0

3

2

3
         ;    

4

74.0

0.0

75.0

3

3

0

10 X 3.5 Z 14 G

28

129

-1.34

4.24

1.37

550

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.5 Z 14 G

30

116

-1.60

4.07

1.32

584

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

III-N-29

15 October 1998

Four 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

100

-1.81

3.76

1.22

618

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.5 Z 14 G

35

79

-2.06

3.25

1.06

670

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

10 X 3.5 Z 14 G

37

73

-2.37

3.14

1.03

704

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.5 Z 14 G

40

59

-2.64

2.75

0.90

755

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

III-N-30

15 October 1998

Four 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

234

-0.66

5.53

1.75

384

              
             

1

0.0

60.4

80.0

2

0

3
             

2

76.3

49.9

80.0

2

3

2
             

3

49.9

76.3

80.0

2

2

3
             

4

60.4

0.0

80.0

2

3

0

10 X 3.5 Z 15 G

22

195

-0.82

5.06

1.61

416

              
             

1

0.0

65.9

66.0

3

0

3
             

2

83.0

54.7

66.0

3

3

2
             

3

54.7

83.0

66.0

3

2

3
             

4

65.9

0.0

66.0

3

3

0

10 X 3.5 Z 15 G

24

163

-0.97

4.60

1.47

447

              
             

1

0.0

71.3

72.0

3

0

3
             

2

89.8

59.4

72.0

3

3

2
             

3

59.4

89.8

72.0

3

2

3
             

4

71.3

0.0

72.0

3

3

0

10 X 3.5 Z 15 G

25

149

-1.05

4.38

1.40

463

              
             

1

0.0

74.0

75.0

3

0

3
             

2

93.0

61.7

75.0

3

3

2
             

3

61.7

93.0

75.0

3

2

3
             

4

74.0

0.0

75.0

3

3

0

III-N-31

15 October 1998

Four 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

115

-1.29

3.79

1.22

511

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.5 Z 15 G

30

101

-1.49

3.53

1.14

543

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

10 X 3.5 Z 15 G

32

87

-1.68

3.26

1.06

574

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.5 Z 15 G

35

71

-1.97

2.89

0.94

622

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

III-N-32

15 October 1998

Four 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

64

-2.23

2.75

0.90

654

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.5 Z 15 G

40

53

-2.53

2.45

0.80

701

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

10 X 3.5 Z 15 G

20

181

-0.56

4.27

1.35

349

              
             

1

0.0

60.4

80.0

2

0

3
             

2

76.3

49.9

80.0

2

3

2
             

3

49.9

76.3

80.0

2

2

3
             

4

60.4

0.0

80.0

2

3

0

10 X 3.5 Z 15 G

22

152

-0.70

3.95

1.26

377

              
             

1

0.0

65.9

66.0

3

0

3
             

2

83.0

54.7

66.0

3

3

2
             

3

54.7

83.0

66.0

3

2

3
             

4

65.9

0.0

66.0

3

3

0

III-N-33

15 October 1998

Four 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

130

-0.85

3.66

1.17

406

              
             

1

0.0

71.3

72.0

3

0

3
             

2

89.8

59.4

72.0

3

3

2
             

3

59.4

89.8

72.0

3

2

3
             

4

71.3

0.0

72.0

3

3

0

10 X 3.5 Z 16 G

25

119

-0.92

3.50

1.12

421

              
             

1

0.0

74.0

75.0

3

0

3
             

2

93.0

61.7

75.0

3

3

2
             

3

61.7

93.0

75.0

3

2

3
             

4

74.0

0.0

75.0

3

3

0

10 X 3.5 Z 16 G

28

96

-1.18

3.14

1.01

464

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.5 Z 16 G

30

83

-1.35

2.91

0.94

493

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

III-N-34

15 October 1998

Four 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

72

-1.54

2.71

0.88

521

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.5 Z 16 G

35

60

-1.84

2.45

0.80

564

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

10 X 3.5 Z 16 G

37

53

-2.05

2.30

0.75

593

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.5 Z 16 G

40

45

-2.39

2.11

0.69

636

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

III-N-35

15 October 1998

Four 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

417

-0.84

9.74

3.16

562

              
             

1

0.0

58.1

80.0

2

0

2
             

2

73.5

50.6

80.0

2

2

2
             

3

50.6

73.5

80.0

2

2

2
             

4

58.1

0.0

80.0

2

2

0

10 X 3.0 Z 12 G

22

373

-1.11

9.56

3.12

610

              
             

1

0.0

63.4

66.0

3

0

2
             

2

80.1

55.4

66.0

3

2

2
             

3

55.4

80.1

66.0

3

2

2
             

4

63.4

0.0

66.0

3

2

0

10 X 3.0 Z 12 G

24

307

-1.27

8.61

2.79

670

              
             

1

0.0

69.9

72.0

3

0

2
             

2

88.3

60.0

72.0

3

3

2
             

3

60.0

88.3

72.0

3

2

3
             

4

69.9

0.0

72.0

3

2

0

10 X 3.0 Z 12 G

25

277

-1.36

8.09

2.62

695

              
             

1

0.0

72.6

75.0

3

0

2
             

2

91.5

62.3

75.0

3

3

2
             

3

62.3

91.5

75.0

3

2

3
             

4

72.6

0.0

75.0

3

2

0

III-N-36

15 October 1998

Four 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

208

-1.60

6.83

2.20

779

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.0 Z 12 G

30

196

-2.00

6.90

2.23

828

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

10 X 3.0 Z 12 G

32

166

-2.21

6.23

2.02

876

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.0 Z 12 G

35

127

-2.44

5.21

1.70

949

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

III-N-37

15 October 1998

Four 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

119

-2.87

5.16

1.68

997

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.0 Z 12 G

40

97

-3.19

4.50

1.47

1069

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

10 X 3.0 Z 13 G

20

307

-0.76

7.17

2.32

455

              
             

1

0.0

58.1

80.0

2

0

2
             

2

73.5

50.6

80.0

2

2

2
             

3

50.6

73.5

80.0

2

2

2
             

4

58.1

0.0

80.0

2

2

0

10 X 3.0 Z 13 G

22

283

-1.00

7.34

2.34

513

              
             

1

0.0

65.9

66.0

3

0

3
             

2

83.0

54.7

66.0

3

3

2
             

3

54.7

83.0

66.0

3

2

3
             

4

65.9

0.0

66.0

3

3

0

III-N-38

15 October 1998

Four 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

226

-1.15

6.35

2.05

543

              
             

1

0.0

69.9

72.0

3

0

2
             

2

88.3

60.0

72.0

3

3

2
             

3

60.0

88.3

72.0

3

2

3
             

4

69.9

0.0

72.0

3

2

0

10 X 3.0 Z 13 G

25

204

-1.23

5.96

1.93

562

              
             

1

0.0

72.6

75.0

3

0

2
             

2

91.5

62.3

75.0

3

3

2
             

3

62.3

91.5

75.0

3

2

3
             

4

72.6

0.0

75.0

3

2

0

10 X 3.0 Z 13 G

28

152

-1.44

5.01

1.61

631

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.0 Z 13 G

30

144

-1.81

5.07

1.64

670

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

III-N-39

15 October 1998

Four 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

32

123

-2.00

4.59

1.49

709

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.0 Z 13 G

35

95

-2.24

3.88

1.26

768

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

10 X 3.0 Z 13 G

37

89

-2.64

3.85

1.26

807

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.0 Z 13 G

40

70

-2.86

3.28

1.07

866

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

III-N-40

15 October 1998

Four 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 14 G

20

240

-0.69

5.67

1.80

391

              
             

1

0.0

60.4

80.0

2

0

3
             

2

76.3

49.9

80.0

2

3

2
             

3

49.9

76.3

80.0

2

2

3
             

4

60.4

0.0

80.0

2

3

0

10 X 3.0 Z 14 G

22

216

-0.92

5.61

1.79

423

              
             

1

0.0

65.9

66.0

3

0

3
             

2

83.0

54.7

66.0

3

3

2
             

3

54.7

83.0

66.0

3

2

3
             

4

65.9

0.0

66.0

3

3

0

10 X 3.0 Z 14 G

24

175

-1.07

4.94

1.58

455

              
             

1

0.0

71.3

72.0

3

0

3
             

2

89.8

59.4

72.0

3

3

2
             

3

59.4

89.8

72.0

3

2

3
             

4

71.3

0.0

72.0

3

3

0

10 X 3.0 Z 14 G

25

158

-1.14

4.64

1.49

471

              
             

1

0.0

74.0

75.0

3

0

3
             

2

93.0

61.7

75.0

3

3

2
             

3

61.7

93.0

75.0

3

2

3
             

4

74.0

0.0

75.0

III-N-41

15 October 1998

Four 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 14 G

28

117

-1.33

3.83

1.23

520

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.0 Z 14 G

30

111

-1.68

3.89

1.26

552

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

10 X 3.0 Z 14 G

32

95

-1.87

3.54

1.15

584

              
             

1

0.0

92.6

76.8

4

0

3
             

2

116.1

78.1

76.8

4

3

2
             

3

78.1

116.1

76.8

4

2

3
             

4

92.6

0.0

76.8

4

3

0

10 X 3.0 Z 14 G

35

72

-2.05

2.94

0.96

632

              
             

1

0.0

100.5

84.0

4

0

3
             

2

125.9

85.1

84.0

4

3

2
             

3

 <FONT SIZE=1>

85.1

125.9

84.0

4

2

3
             

4

100.5

0.0

84.0

4

3

0

III-N-42

15 October 1998

Four 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 14 G

37

67

-2.41

2.91

0.95

665

              
             

1

0.0

105.8

74.0

5

0

3
             

2

132.4

89.8

74.0

5

3

2
             

3

89.8

132.4

74.0

5

2

3
             

4

105.8

0.0

74.0

5

3

0

10 X 3.0 Z 14 G

40

54

-2.64

2.50

0.82

713

              
             

1

0.0

113.7

80.0

5

0

3
             

2

142.1

96.8

80.0

5

3

2
             

3

96.8

142.1

80.0

5

2

3
             

4

113.7

0.0

80.0

5

3

0

10 X 3.0 Z 15 G

20

215

-0.67

5.07

1.61

363

              
             

1

0.0

60.4

80.0

2

0

3
             

2

76.3

49.9

80.0

2

3

2
             

3

49.9

76.3

80.0

2

2

3
             

4

60.4

0.0

80.0

2

3

0

10 X 3.0 Z 15 G

22

193

-0.88

4.99

1.59

393

              
             

1

0.0

65.9

66.0

3

0

3
             

2

83.0

54.7

66.0

3

3

2
             

3

54.7

83.0

66.0

3

2

3
             

4

65.9

0.0

66.0

3

3

0

III-N-43

15 October 1998

Four 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 15 G

24

157

-1.03

4.42

1.41

423

              
             

1

0.0

71.3

72.0

3

0

3
             

2

89.8

59.4

72.0

3

3

2
             

3

59.4

89.8

72.0

3

2

3
             

4

71.3

0.0

72.0

3

3

0

10 X 3.0 Z 15 G

25

141

-1.09

4.14

1.33

437

              
             

1

0.0

74.0

75.0

3

0

3
             

2

93.0

61.7

75.0

3

3

2
             

3

61.7

93.0

75.0

3

2

3
             

4

74.0

0.0

75.0

3

3

0

10 X 3.0 Z 15 G

28

106

-1.30

3.47

1.12

482

              
             

1

0.0

82.1

84.0

3

0

3
             

2

102.9

68.7

84.0

3

3

2
             

3

68.7

102.9

84.0

3

2

3
             

4

82.1

0.0

84.0

3

3

0

10 X 3.0 Z 15 G

30

99

-1.61

3.47

1.12

512

              
             

1

0.0

87.3

72.0

4

0

3
             

2

109.5

73.4

72.0

4

3

2
             

3

73.4

109.5

72.0

4

2

3
             

4

87.3

0.0

72.0

4

3

0

III-N-44

15 October 1998

Four 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 15 G

32

84

-1.78

3.13

1.01

542

              
             

1

0.0

92.6

76.8

4

0