Four 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

10 X 3.5 Z 12 G

20

473

-0.87

11.06

3.59

595

0

2

2

2

2

2

2

0

10 X 3.5 Z 12 G

20

479

-0.86

11.26

3.61

608

0

2

3

2

2

3

2

0

                             

10 X 3.5 Z 12 G

22

395

-1.04

10.18

3.28

659

0

2

3

2

2

3

2

0

10 X 3.5 Z 12 G

22

400

-1.04

10.37

3.30

672

0

3

3

2

2

3

3

0

                             

10 X 3.5 Z 12 G

24

335

-1.25

9.45

3.02

723

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

24

323

-1.22

9.06

2.93

710

0

2

3

2

2

3

2

0

                             

10 X 3.5 Z 12 G

25

308

-1.35

9.05

2.90

748

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

25

307

-1.36

9.00

2.90

761

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 12 G

28

243

-1.70

7.99

2.57

825

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

28

242

-1.71

7.94

2.57

838

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 12 G

30

211

-1.96

7.43

2.40

876

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

30

211

-1.97

7.39

2.40

889

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 12 G

32

185

-2.23

6.91

2.24

928

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

32

184

-2.24

6.87

2.24

941

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 12 G

35

149

-2.60

6.10

1.99

1005

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

35

150

-2.62

6.11

2.00

1017

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 12 G

37

130

-2.85

5.63

1.84

1056

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

37

131

-2.88

5.64

1.85

1069

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 12 G

40

109

-3.29

5.10

1.67

1133

0

3

3

2

2

3

3

0

10 X 3.5 Z 12 G

40

110

-3.32

5.11

1.68

1145

0

3

3

3

3

3

3

0

III-K-10

15 October 1998

Four 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

10 X 3.5 Z 13 G

20

384

-0.84

9.08

2.88

502

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

20

383

-0.84

9.03

2.87

513

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

22

317

-1.02

8.22

2.62

544

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

22

316

-1.02

8.17

2.61

554

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

24

265

-1.21

7.48

2.39

585

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

24

264

-1.22

7.44

2.39

595

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

25

244

-1.32

7.17

2.30

606

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

25

243

-1.32

7.13

2.29

616

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

28

193

-1.66

6.33

2.04

668

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

28

192

-1.66

6.30

2.04

678

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

30

165

-1.89

5.81

1.88

710

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

30

166

-1.90

5.82

1.89

720

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

32

142

-2.11

5.32

1.72

751

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

32

143

-2.13

5.33

1.74

761

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

35

116

-2.48

4.72

1.54

813

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

35

116

-2.50

4.73

1.55

824

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

37

102

-2.74

4.40

1.43

855

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

37

102

-2.76

4.40

1.44

865

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 13 G

40

85

-3.15

3.97

1.30

917

0

3

3

2

2

3

3

0

10 X 3.5 Z 13 G

40

86

-3.18

3.98

1.31

927

0

3

3

3

3

3

3

0

III-K-11

15 October 1998

Four 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

10 X 3.5 Z 14 G

20

275

-0.72

6.50

2.06

414

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

20

276

-0.73

6.50

2.07

422

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

22

231

-0.90

5.99

1.91

448

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

22

232

-0.91

5.99

1.92

456

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

24

190

-1.06

5.38

1.72

482

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

24

191

-1.07

5.39

1.73

490

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

25

174

-1.14

5.12

1.64

499

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

25

175

-1.15

5.12

1.65

507

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

28

135

-1.41

4.44

1.43

550

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

28

136

-1.42

4.45

1.44

559

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

30

116

-1.60

4.07

1.32

584

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

30

116

-1.62

4.08

1.32

593

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

32

100

-1.81

3.76

1.22

618

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

32

101

-1.82

3.77

1.23

627

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

35

82

-2.13

3.37

1.10

670

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

35

83

-2.16

3.37

1.10

678

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

37

73

-2.37

3.14

1.03

704

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

37

73

-2.39

3.15

1.03

712

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 14 G

40

61

-2.74

2.85

0.93

755

0

3

3

2

2

3

3

0

10 X 3.5 Z 14 G

40

61

-2.76

2.86

0.94

764

0

3

3

3

3

3

3

0

III-K-12

15 October 1998

Four 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

10 X 3.5 Z 15 G

20

234

-0.66

5.53

1.75

384

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

20

235

-0.67

5.54

1.76

392

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

22

195

-0.82

5.06

1.61

416

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

22

196

-0.82

5.07

1.62

424

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

24

163

-0.97

4.59

1.47

447

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

24

163

-0.98

4.59

1.47

455

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

25

149

-1.05

4.39

1.41

463

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

25

150

-1.06

4.39

1.41

471

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

28

117

-1.31

3.83

1.23

511

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

28

117

-1.32

3.83

1.24

519

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

30

101

-1.49

3.53

1.14

543

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

30

101

-1.51

3.54

1.15

551

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

32

87

-1.69

3.27

1.06

574

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

32

88

-1.71

3.28

1.07

582

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

35

72

-2.00

2.94

0.96

622

0

3

3

2

2

3

3

0