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

 

 

 

 

 

 

7 X 2.5 Z 12 G

15

482

-0.80

8.44

2.73

487

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 12 G

15

488

-0.79

8.57

2.74

496

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 12 G

16

417

-0.90

7.78

2.53

515

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 12 G

16

422

-0.89

7.91

2.54

524

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 12 G

18

327

-1.14

6.85

2.23

570

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 12 G

18

331

-1.12

6.96

2.25

579

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 12 G

20

263

-1.41

6.10

2.00

626

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 12 G

20

266

-1.39

6.20

2.01

635

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 12 G

22

217

-1.71

5.53

1.82

681

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 12 G

22

219

-1.69

5.62

1.83

690

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 12 G

24

183

-2.02

5.12

1.67

746

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 12 G

24

186

-2.02

5.20

1.68

755

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 12 G

25

169

-2.20

4.91

1.61

773

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 12 G

25

171

-2.20

4.98

1.62

783

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 12 G

26

156

-2.38

4.71

1.55

801

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 12 G

26

158

-2.38

4.79

1.56

810

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 12 G

27

144

-2.57

4.51

1.48

829

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 12 G

27

146

-2.56

4.58

1.49

838

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 12 G

28

135

-2.77

4.42

1.44

866

0

3

3

1

1

1

1

1

1

3

3

0

7 X 2.5 Z 12 G

28

132

-2.74

4.30

1.41

857

0

2

3

1

1

1

1

1

1

3

2

0

III-L-45

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

 

 

 

 

 

 

7 X 2.5 Z 13 G

15

392

-0.80

6.86

2.22

394

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 13 G

15

396

-0.78

6.96

2.23

402

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 13 G

16

339

-0.90

6.33

2.05

417

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 13 G

16

344

-0.88

6.43

2.07

424

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 13 G

18

266

-1.14

5.56

1.81

462

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 13 G

18

274

-1.13

5.78

1.85

477

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 13 G

20

215

-1.41

4.99

1.64

506

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 13 G

20

217

-1.39

5.07

1.64

514

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 13 G

22

176

-1.71

4.50

1.48

551

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 13 G

22

178

-1.69

4.57

1.49

559

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 13 G

24

149

-2.02

4.17

1.36

604

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 13 G

24

151

-2.02

4.23

1.37

611

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 13 G

25

138

-2.20

4.00

1.31

626

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 13 G

25

139

-2.20

4.06

1.32

634

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 13 G

26

127

-2.38

3.83

1.26

649

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 13 G

26

128

-2.37

3.89

1.26

656

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 13 G

27

117

-2.56

3.67

1.21

671

0

2

3

1

1

1

1

1

1

3

2

0

7 X 2.5 Z 13 G

27

118

-2.56

3.73

1.21

678

0

3

3

1

1

1

1

1

1

3

3

0

                                     

7 X 2.5 Z 13 G

28

110

-2.77

3.60

1.17

701

0

3

3

1

1

1

1

1

1

3

3

0

7 X 2.5 Z 13 G

28

108

-2.75

3.52

1.16

693

0

2

3

1

1

1

1

1

1

3

2

0

III-L-46

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

 

 

 

 

 

 

7 X 2.5 Z 14 G

15

311

-0.76

5.44

1.76

325

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 14 G

15

314

-0.75

5.52

1.77

331

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

16

267

-0.85

4.98

1.62

343

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 14 G

16

270

-0.84

5.07

1.63

349

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

18

211

-1.09

4.41

1.44

380

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 14 G

18

213

-1.07

4.48

1.45

386

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

20

170

-1.35

3.94

1.29

417

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 14 G

20

172

-1.33

4.00

1.30

423

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

22

139

-1.63

3.55

1.17

454

0

2

2

1

1

1

1

1

1

2

2

0

7 X 2.5 Z 14 G

22

141

-1.61

3.61

1.18

460

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

24

120

-1.93

3.36

1.09

503

0

3

3

1

1

1

1

1

1

3

3

0

7 X 2.5 Z 14 G

24

118

-1.92

3.29

1.07

497

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

25

110

-2.10

3.21

1.04

522

0

3

3

1

1

1

1

1

1

3

3

0

7 X 2.5 Z 14 G

25

109

-2.09

3.15

1.03

516

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

26

101

-2.26

3.07

1.00

540

0

3

3

1

1

1

1

1

1

3

3

0

7 X 2.5 Z 14 G

26

100

-2.25

3.01

0.99

534

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

27

94

-2.45

2.96

0.96

559

0

3

3

1

1

1

1

1

1

3

3

0

7 X 2.5 Z 14 G

27

91

-2.41

2.86

0.94

553

0

2

3

1

1

1

1

1

1

3

2

0

                                     

7 X 2.5 Z 14 G

28

87

-2.63

2.84

0.92

577

0

3

3

1

1

1

1

1

1

3

3

0

7 X 2.5 Z 14 G

28

84

-2.58

2.73

0.90

571

0

2

3

1

1

1

1

1

1

3

2

0

III-L-47

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