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

 

 

 

 

 

 

12 X 3.5 Z 12 G

20

620

-0.73

14.48

4.68

1035

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

20

619

-0.74

14.42

4.67

1078

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

22

509

-0.89

13.04

4.23

1121

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

22

508

-0.89

12.98

4.22

1163

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

24

428

-1.06

11.94

3.89

1206

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

24

427

-1.07

11.88

3.88

1249

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

25

393

-1.16

11.43

3.73

1249

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

25

392

-1.16

11.38

3.72

1292

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

28

311

-1.45

10.10

3.31

1377

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

28

310

-1.45

10.05

3.31

1420

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

30

270

-1.67

9.40

3.09

1462

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

30

270

-1.67

9.35

3.09

1505

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

32

234

-1.88

8.66

2.85

1548

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

32

235

-1.90

8.69

2.88

1590

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

35

191

-2.21

7.72

2.55

1676

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

35

191

-2.23

7.73

2.57

1719

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

37

167

-2.43

7.16

2.37

1761

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

37

168

-2.45

7.16

2.38

1804

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 12 G

40

141

-2.81

6.49

2.16

1889

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 12 G

40

141

-2.83

6.50

2.17

1932

0

3

3

3

3

3

3

3

3

3

3

0

III-L-1

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

 

 

 

 

 

 

12 X 3.5 Z 13 G

20

441

-0.64

10.30

3.33

838

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

20

443

-0.65

10.31

3.34

873

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

22

367

-0.79

9.40

3.05

907

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

22

368

-0.79

9.41

3.06

942

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

24

306

-0.94

8.54

2.78

976

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

24

307

-0.94

8.55

2.79

1011

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

25

280

-1.01

8.13

2.65

1011

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

25

281

-1.02

8.14

2.66

1046

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

28

219

-1.26

7.11

2.33

1115

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

28

220

-1.27

7.12

2.34

1149

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

30

188

-1.43

6.55

2.15

1184

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

30

189

-1.44

6.55

2.16

1218

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

32

163

-1.62

6.04

1.99

1253

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

32

163

-1.62

6.02

1.99

1288

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

35

134

-1.91

5.43

1.80

1357

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

35

135

-1.93

5.43

1.80

1391

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

37

119

-2.12

5.07

1.68

1426

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

37

119

-2.14

5.07

1.69

1460

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 13 G

40

100

-2.47

4.63

1.54

1530

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 13 G

40

101

-2.49

4.64

1.55

1564

0

3

3

3

3

3

3

3

3

3

3

0

III-L-2

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

 

 

 

 

 

 

12 X 3.5 Z 14 G

20

260

-0.46

6.06

1.96

690

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

20

260

-0.46

6.06

1.96

719

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

22

220

-0.57

5.65

1.83

747

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

22

221

-0.58

5.65

1.84

776

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

24

188

-0.70

5.24

1.71

804

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

24

189

-0.71

5.27

1.72

833

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

25

176

-0.77

5.11

1.67

833

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

25

176

-0.78

5.11

1.67

861

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

28

142

-0.99

4.62

1.52

918

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

28

143

-1.00

4.62

1.52

946

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

30

125

-1.15

4.35

1.43

975

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

30

126

-1.16

4.36

1.44

1003

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

32

111

-1.33

4.10

1.35

1032

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

32

111

-1.34

4.10

1.36

1060

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

35

92

-1.58

3.71

1.23

1117

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

35

92

-1.60

3.72

1.23

1146

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

37

82

-1.78

3.51

1.16

1174

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

37

82

-1.80

3.52

1.17

1203

0

3

3

3

3

3

3

3

3

3

3

0

                                     

12 X 3.5 Z 14 G

40

70

-2.08

3.22

1.07

1260

0

3

3

2

2

2

2

2

2

3

3

0

12 X 3.5 Z 14 G

40

70

-2.09

3.22

1.07

1288

0

3

3

3

3

3

3

3

3

3

3

0

III-L-3

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