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

 

 

 

 

 

 

10 X 3.5 Z 12 G

20

468

-0.88

10.83

3.57

906

0

2

2

2

2

2

2

2

2

2

2

0

10 X 3.5 Z 12 G

20

474

-0.87

11.00

3.59

919

0

2

3

2

2

2

2

2

2

3

2

0

                                     

10 X 3.5 Z 12 G

22

395

-1.06

10.11

3.28

1008

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

22

383

-1.07

9.74

3.22

983

0

2

2

2

2

2

2

2

2

2

2

0

                                     

10 X 3.5 Z 12 G

24

326

-1.26

9.07

2.98

1072

0

2

3

2

2

2

2

2

2

3

2

0

10 X 3.5 Z 12 G

24

330

-1.26

9.22

3.00

1085

0

3

3

2

2

2

2

2

2

3

3

0

                                     

10 X 3.5 Z 12 G

25

304

-1.37

8.83

2.88

1124

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

25

300

-1.37

8.69

2.86

1111

0

2

3

2

2

2

2

2

2

3

2

0

                                     

10 X 3.5 Z 12 G

28

240

-1.72

7.80

2.56

1239

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

28

240

-1.73

7.76

2.55

1277

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 12 G

30

209

-1.99

7.26

2.39

1316

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

30

208

-1.99

7.23

2.38

1354

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 12 G

32

182

-2.26

6.76

2.23

1393

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

32

182

-2.26

6.73

2.22

1431

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 12 G

35

152

-2.70

6.14

2.03

1508

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

35

152

-2.72

6.14

2.04

1546

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 12 G

37

133

-2.98

5.70

1.89

1585

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

37

134

-3.00

5.70

1.90

1623

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 12 G

40

111

-3.41

5.12

1.70

1700

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 12 G

40

111

-3.43

5.11

1.71

1738

0

3

3

3

3

3

3

3

3

3

3

0

III-L-10

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

 

 

 

 

 

 

10 X 3.5 Z 13 G

20

379

-0.85

8.85

2.86

754

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

20

379

-0.85

8.81

2.85

785

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

22

313

-1.03

8.02

2.60

816

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

22

312

-1.03

7.98

2.60

847

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

24

261

-1.23

7.30

2.38

878

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

24

261

-1.23

7.27

2.37

910

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

25

241

-1.34

7.00

2.28

910

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

25

240

-1.34

6.96

2.28

941

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

28

190

-1.68

6.18

2.03

1003

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

28

190

-1.68

6.16

2.02

1034

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

30

166

-1.94

5.76

1.89

1065

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

30

165

-1.94

5.74

1.89

1096

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

32

145

-2.20

5.36

1.77

1127

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

32

145

-2.21

5.34

1.77

1158

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

35

118

-2.58

4.76

1.58

1221

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

35

118

-2.60

4.77

1.58

1252

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

37

104

-2.85

4.43

1.47

1283

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

37

104

-2.87

4.43

1.47

1314

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 13 G

40

87

-3.27

4.00

1.33

1376

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 13 G

40

87

-3.30

4.00

1.34

1407

0

3

3

3

3

3

3

3

3

3

3

0

III-L-11

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

 

 

 

 

 

 

10 X 3.5 Z 14 G

20

279

-0.76

6.52

2.11

621

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

20

280

-0.76

6.52

2.11

647

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

22

232

-0.92

5.93

1.92

672

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

22

231

-0.93

5.91

1.92

698

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

24

194

-1.10

5.41

1.76

723

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

24

193

-1.10

5.38

1.76

749

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

25

177

-1.19

5.14

1.67

749

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

25

178

-1.20

5.16

1.69

775

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

28

138

-1.47

4.47

1.47

826

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

28

138

-1.48

4.48

1.47

852

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

30

118

-1.67

4.11

1.35

877

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

30

119

-1.69

4.11

1.36

903

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

32

102

-1.88

3.79

1.25

928

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

32

103

-1.90

3.79

1.26

954

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

35

84

-2.22

3.39

1.12

1005

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

35

84

-2.24

3.40

1.13

1031

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

37

74

-2.47

3.17

1.05

1056

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

37

74

-2.48

3.17

1.05

1082

0

3

3

3

3

3

3

3

3

3

3

0

                                     

10 X 3.5 Z 14 G

40

62

-2.84

2.87

0.95

1133

0

3

3

2

2

2

2

2

2

3

3

0

10 X 3.5 Z 14 G

40

62

-2.86

2.87

0.96

1159

0

3

3

3

3

3

3

3

3

3

3

0

III-L-12

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  &