Six Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections

Section

Span

Load

Defl

Int React

End React

Total Weight

Span 1
Laps
L       R

Span 2
Laps
L       R

Span 3
Laps
L       R

Span 4
Laps
L       R

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

9 X 2.5 Z 12 G

20

373

-1.10

8.66

2.84

722

0

2

2

1

1

1

1

1

1

2

2

0

9 X 2.5 Z 12 G

20

378

-1.08

8.80

2.86

733

0

2

3

1

1

1

1

1

1

3

2

0

                                     

9 X 2.5 Z 12 G

22

308

-1.34

7.85

2.58

786

0

2

2

1

1

1

1

1

1

2

2

0

9 X 2.5 Z 12 G

22

311

-1.32

7.97

2.60

797

0

2

3

1

1

1

1

1

1

3

2

0

                                     

9 X 2.5 Z 12 G

24

260

-1.57

7.26

2.37

861

0

2

3

1

1

1

1

1

1

3

2

0

9 X 2.5 Z 12 G

24

263

-1.57

7.37

2.39

872

0

3

3

1

1

1

1

1

1

3

3

0

                                     

9 X 2.5 Z 12 G

25

240

-1.71

6.96

2.28

893

0

2

3

1

1

1

1

1

1

3

2

0

9 X 2.5 Z 12 G

25

242

-1.71

7.07

2.29

904

0

3

3

1

1

1

1

1

1

3

3

0

                                     

9 X 2.5 Z 12 G

28

192

-2.15

6.24

2.04

1000

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 12 G

28

187

-2.12

6.07

2.00

989

0

2

3

1

1

1

1

1

1

3

2

0

                                     

9 X 2.5 Z 12 G

30

166

-2.47

5.80

1.90

1064

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 12 G

30

166

-2.49

5.78

1.90

1096

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 12 G

32

144

-2.79

5.36

1.76

1128

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 12 G

32

145

-2.83

5.39

1.78

1160

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 12 G

35

119

-3.31

4.81

1.59

1224

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 12 G

35

121

-3.41

4.91

1.63

1256

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 12 G

37

107

-3.73

4.57

1.51

1288

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 12 G

37

107

-3.78

4.59

1.52

1320

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 12 G

40

88

-4.22

4.06

1.34

1384

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 12 G

40

88

-4.26

4.06

1.35

1416

0

3

3

2

2

2

2

2

2

3

3

0

III-L-25

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections

Section

Span

Load

Defl

Int React

End React

Total Weight

Span 1
Laps
L       R

Span 2
Laps
L       R

Span 3
Laps
L       R

Span 4
Laps
L       R

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

9 X 2.5 Z 13 G

20

304

-1.10

7.07

2.32

585

0

2

2

1

1

1

1

1

1

2

2

0

9 X 2.5 Z 13 G

20

308

-1.09

7.19

2.33

593

0

2

3

1

1

1

1

1

1

3

2

0

                                     

9 X 2.5 Z 13 G

22

253

-1.31

6.47

2.11

645

0

2

3

1

1

1

1

1

1

3

2

0

9 X 2.5 Z 13 G

22

255

-1.31

6.55

2.11

654

0

3

3

1

1

1

1

1

1

3

3

0

                                     

9 X 2.5 Z 13 G

24

212

-1.56

5.95

1.93

706

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

24

210

-1.56

5.85

1.91

697

0

2

3

1

1

1

1

1

1

3

2

0

                                     

9 X 2.5 Z 13 G

25

194

-1.68

5.66

1.84

732

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

25

191

-1.68

5.55

1.82

723

0

2

3

1

1

1

1

1

1

3

2

0

                                     

9 X 2.5 Z 13 G

28

154

-2.12

5.01

1.63

809

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

28

156

-2.17

5.07

1.66

835

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 13 G

30

133

-2.42

4.62

1.51

861

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

30

135

-2.49

4.71

1.55

887

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 13 G

32

116

-2.76

4.31

1.42

913

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

32

118

-2.83

4.37

1.44

939

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 13 G

35

96

-3.29

3.90

1.28

991

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

35

98

-3.39

3.98

1.32

1016

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 13 G

37

85

-3.67

3.66

1.21

1042

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

37

86

-3.73

3.69

1.22

1068

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 13 G

40

71

-4.21

3.29

1.09

1120

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 13 G

40

71

-4.25

3.30

1.10

1146

0

3

3

2

2

2

2

2

2

3

3

0

III-L-26

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections

Section

Span

Load

Defl

Int React

End React

Total Weight

Span 1
Laps
L       R

Span 2
Laps
L       R

Span 3
Laps
L       R

Span 4
Laps
L       R

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

9 X 2.5 Z 14 G

20

245

-1.04

5.71

1.84

517

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

20

224

-0.98

5.20

1.71

482

0

2

2

1

1

1

1

1

1

2

2

0

                                     

9 X 2.5 Z 14 G

22

202

-1.27

5.18

1.68

560

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

22

183

-1.18

4.66

1.53

524

0

2

2

1

1

1

1

1

1

2

2

0

                                     

9 X 2.5 Z 14 G

24

169

-1.51

4.72

1.54

602

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

24

169

-1.52

4.70

1.54

624

0

3

3

3

3

3

3

3

3

3

3

0

                                     

9 X 2.5 Z 14 G

25

156

-1.65

4.53

1.48

624

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

25

155

-1.65

4.50

1.47

645

0

3

3

3

3

3

3

3

3

3

3

0

                                     

9 X 2.5 Z 14 G

28

123

-2.07

4.00

1.31

688

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

28

115

-1.93

3.76

1.23

666

0

3

3

1

1

1

1

1

1

3

3

0

                                     

9 X 2.5 Z 14 G

30

108

-2.41

3.76

1.24

730

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

30

108

-2.41

3.73

1.23

752

0

3

3

3

3

3

3

3

3

3

3

0

                                     

9 X 2.5 Z 14 G

32

93

-2.69

3.44

1.13

773

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

32

88

-2.54

3.28

1.08

752

0

3

3

1

1

1

1

1

1

3

3

0

                                     

9 X 2.5 Z 14 G

35

76

-3.15

3.06

1.01

837

0

3

3

2

2

2

2

2

2

3

3

0

9 X 2.5 Z 14 G

35

73

-3.04

2.98

0.98

816

0

3

3

1

1

1

1

1

1

3

3

0

                                     

9 X 2.5 Z 14 G

37

66

-3.42

2.82

0.93

858

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 14 G

37

66

-3.48

2.84

0.94

880

0

3

3

2

2

2

2

2

2

3

3

0

                                     

9 X 2.5 Z 14 G

40

55

-3.96

2.56

0.85

922

0

3

3

1

1

1

1

1

1

3

3

0

9 X 2.5 Z 14 G

40

56

-3.99

2.56

0.85

944

0

3

3

2

2

2

2

2

2

3

3

0

III-L-27

15 October 1998

Six Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections

Section

Span

Load

Defl

Int React

End React

Total Weight

Span 1
Laps
L       R