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

10 X 3.5 Z 15 G

35

72

-2.02

2.94

0.96

630

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

37

64

-2.23

2.75

0.90

654

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

37

64

-2.25

2.75

0.90

662

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 15 G

40

54

-2.58

2.50

0.82

701

0

3

3

2

2

3

3

0

10 X 3.5 Z 15 G

40

54

-2.61

2.51

0.82

709

0

3

3

3

3

3

3

0

III-K-13

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 16 G

20

181

-0.56

4.27

1.35

349

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

20

181

-0.57

4.28

1.36

356

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

22

152

-0.70

3.95

1.26

377

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

22

153

-0.71

3.95

1.26

385

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

24

129

-0.85

3.66

1.17

406

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

24

130

-0.86

3.66

1.18

413

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

25

119

-0.92

3.50

1.12

421

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

25

119

-0.93

3.50

1.13

428

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

28

96

-1.18

3.15

1.01

464

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

28

96

-1.19

3.15

1.02

471

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

30

83

-1.35

2.90

0.94

493

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

30

83

-1.36

2.91

0.94

500

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

32

72

-1.54

2.70

0.88

521

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

32

72

-1.55

2.71

0.88

528

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

35

60

-1.84

2.45

0.80

564

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

35

60

-1.86

2.46

0.80

572

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

37

53

-2.05

2.30

0.75

593

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

37

54

-2.07

2.31

0.76

600

0

3

3

3

3

3

3

0

                             

10 X 3.5 Z 16 G

40

45

-2.39

2.11

0.69

636

0

3

3

2

2

3

3

0

10 X 3.5 Z 16 G

40

45

-2.42

2.11

0.69

644

0

3

3

3

3

3

3

0

III-K-14

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 3.0 Z 12 G

20

483

-0.98

11.29

3.66

562

0

2

2

2

2

2

2

0

10 X 3.0 Z 12 G

20

489

-0.96

11.49

3.68

574

0

2

3

2

2

3

2

0

                             

10 X 3.0 Z 12 G

22

400

-1.16

10.33

3.33

622

0

2

3

2

2

3

2

0

10 X 3.0 Z 12 G

22

408

-1.17

10.58

3.37

634

0

3

3

2

2

3

3

0

                             

10 X 3.0 Z 12 G

24

341

-1.40

9.64

3.08

683

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

24

340

-1.40

9.58

3.08

695

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 12 G

25

314

-1.52

9.23

2.96

707

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

25

313

-1.52

9.18

2.95

719

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 12 G

28

248

-1.91

8.15

2.63

779

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

28

247

-1.91

8.10

2.62

791

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 12 G

30

216

-2.20

7.58

2.45

828

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

30

215

-2.21

7.54

2.45

840

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 12 G

32

188

-2.50

7.05

2.29

876

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

32

188

-2.51

7.01

2.28

888

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 12 G

35

152

-2.91

6.22

2.03

949

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

35

153

-2.94

6.23

2.04

961

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 12 G

37

134

-3.21

5.77

1.88

997

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

37

134

-3.24

5.78

1.89

1009

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 12 G

40

111

-3.66

5.16

1.69

1069

0

3

3

2

2

3

3

0

10 X 3.0 Z 12 G

40

111

-3.70

5.18

1.70

1082

0

3

3

3

3

3

3

0

III-K-15

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 3.0 Z 13 G

20

366

-0.87

8.64

2.74

474

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

20

365

-0.88

8.59

2.73

484

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

22

301

-1.06

7.81

2.49

513

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

22

301

-1.07

7.77

2.48

523

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

24

252

-1.27

7.12

2.28

553

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

24

251

-1.27

7.08

2.27

562

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

25

232

-1.38

6.82

2.19

572

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

25

231

-1.38

6.78

2.18

582

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

28

183

-1.74

6.03

1.94

631

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

28

183

-1.74

5.99

1.94

641

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

30

158

-1.98

5.56

1.80

670

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

30

158

-2.00

5.54

1.80

680

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

32

136

-2.22

5.10

1.65

709

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

32

136

-2.23

5.07

1.65

719

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

35

110

-2.60

4.51

1.47

768

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

35

111

-2.62

4.52

1.48

778

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

37

97

-2.87

4.19

1.37

807

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

37

97

-2.90

4.20

1.38

817

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 13 G

40

81

-3.30

3.79

1.24

866

0

3

3

2

2

3

3

0

10 X 3.0 Z 13 G

40

82

-3.33

3.79

1.25

876

0

3

3

3

3

3

3

0

III-K-16

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 3.0 Z 14 G

20

272

-0.79

6.42

2.03

391

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

20

273

-0.79

6.43

2.04

399

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

22

229

-0.98

5.93

1.89

423

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

22

228

-0.98

5.90

1.89

431

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

24

188

-1.15

5.32

1.70

455

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

24

189

-1.16

5.33

1.71

463

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

25

172

-1.24

5.06

1.62

471

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

25

172

-1.25

5.04

1.62

479

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

28

133

-1.53

4.38

1.41

520

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

28

134

-1.54

4.39

1.42

528

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

30

114

-1.74

4.02

1.30

552

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

30

115

-1.75

4.03

1.31

560

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

32

99

-1.96

3.71

1.20

584

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

32

100

-1.98

3.72

1.21

592

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

35

81

-2.31

3.32

1.08

632

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

35

81

-2.33

3.32

1.09

640

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

37

72

-2.57

3.10

1.01

665

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

37

72

-2.59

3.10

1.02

673

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 14 G

40

60

-2.96

2.81

0.92

713

0

3

3

2

2

3

3

0

10 X 3.0 Z 14 G

40

61

-2.99

2.81

0.93

721

0

3

3

3

3

3

3

0

III-K-17

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 3.0 Z 15 G

20

234

-0.73

5.52

1.75

363

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

20

234

-0.73

5.52

1.76

370

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

22

194

-0.89

5.04

1.60

393

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

22

195

-0.90

5.04

1.61

400

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

24

161

-1.06

4.56

1.46

423

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

24

161

-1.06

4.54

1.46

430

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

25

148

-1.15

4.35

1.39

437

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

25

149

-1.16

4.35

1.40

445

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

28

116

-1.42

3.80

1.22

482

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

28

116

-1.44

3.80

1.23

490

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

30

100

-1.63

3.50

1.13

512

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

30

100

-1.64

3.50

1.14

520

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

32

86

-1.84

3.24

1.05

542

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

32

87

-1.86

3.24

1.06

550

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

35

71

-2.18

2.91

0.95

587

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

35

71

-2.20

2.91

0.95

595

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

37

63

-2.42

2.72

0.89

617

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

37

63

-2.44

2.72

0.89

625

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 15 G

40

53

-2.81

2.48

0.81

662

0

3

3

2

2

3

3

0

10 X 3.0 Z 15 G

40

53

-2.83

2.48

0.81

670

0

3

3

3

3

3

3

0

III-K-18

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 3.0 Z 16 G

20

181

-0.62

4.26

1.35

329

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

20

181

-0.62

4.27

1.36

336

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

22

152

-0.77

3.93

1.25

356

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

22

152

-0.77

3.94

1.26

363

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

24

129

-0.93

3.64

1.17

384

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

24

130

-0.94

3.65

1.17

390

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

25

119

-1.01

3.49

1.12

397

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

25

119

-1.02

3.49

1.12

404

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

28

95

-1.29

3.13

1.01

438

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

28

96

-1.30

3.13

1.01

445

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

30

82

-1.47

2.88

0.93

465

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

30

82

-1.49

2.89

0.94

472

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

32

72

-1.68

2.69

0.87

492

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

32

72

-1.69

2.69

0.88

499

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

35

60

-2.01

2.44

0.79

533

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

35

60

-2.03

2.44

0.80

540

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

37

53

-2.24

2.29

0.75

560

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

37

53

-2.26

2.29

0.75

567

0

3

3

3

3

3

3

0

                             

10 X 3.0 Z 16 G

40

45

-2.61

2.09

0.69

601

0

3

3

2

2

3

3

0

10 X 3.0 Z 16 G

40

45

-2.64

2.10

0.69

608

0

3

3

3

3

3

3

0

III-K-19

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 2.5 Z 12 G

20

438

-0.98

10.25

3.32

528

0

2

2

2

2

2

2

0

10 X 2.5 Z 12 G

20

444

-0.97

10.43

3.34

540

0

2

3

2

2

3

2

0

                             

10 X 2.5 Z 12 G

22

364

-1.17

9.38

3.02

585

0

2

3

2

2

3

2

0

10 X 2.5 Z 12 G

22

355

-1.18

9.12

2.97

574

0

2

2

2

2

2

2

0

                             

10 X 2.5 Z 12 G

24

310

-1.41

8.75

2.80

642

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

24

302

-1.39

8.48

2.74

631

0

2

3

2

2

3

2

0

                             

10 X 2.5 Z 12 G

25

285

-1.53

8.38

2.69

665

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

25

284

-1.54

8.33

2.68

676

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 12 G

28

225

-1.92

7.40

2.38

733

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

28

225

-1.93

7.36

2.38

745

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 12 G

30

196

-2.22

6.88

2.23

779

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

30

194

-2.21

6.81

2.21

790

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 12 G

32

171

-2.52

6.41

2.08

824

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

32

171

-2.53

6.37

2.07

836

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 12 G

35

138

-2.94

5.66

1.84

893

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

35

139

-2.97

5.67

1.85

904

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 12 G

37

121

-3.23

5.23

1.71

938

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

37

122

-3.26

5.24

1.72

949

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 12 G

40

100

-3.69

4.68

1.53

1006

0

3

3

2

2

3

3

0

10 X 2.5 Z 12 G

40

101

-3.72

4.69

1.54

1018

0

3

3

3

3

3

3

0

III-K-20

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 2.5 Z 13 G

20

364

-0.97

8.61

2.73

446

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

20

364

-0.97

8.57

2.72

455

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

22

300

-1.18

7.79

2.48

483

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

22

300

-1.18

7.75

2.48

492

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

24

251

-1.40

7.10

2.27

520

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

24

251

-1.41

7.06

2.27

529

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

25

231

-1.53

6.80

2.18

538

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

25

231

-1.53

6.76

2.18

548

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

28

183

-1.92

6.01

1.94

594

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

28

182

-1.93

5.97

1.93

603

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

30

158

-2.20

5.55

1.79

630

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

30

158

-2.21

5.53

1.79

640

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

32

136

-2.46

5.08

1.65

667

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

32

135

-2.47

5.06

1.65

676

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

35

110

-2.88

4.50

1.47

723

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

35

111

-2.91

4.51

1.47

732

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

37

97

-3.18

4.18

1.36

759

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

37

97

-3.21

4.19

1.37

769

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 13 G

40

81

-3.65

3.78

1.24

815

0

3

3

2

2

3

3

0

10 X 2.5 Z 13 G

40

81

-3.69

3.78

1.24

824

0

3

3

3

3

3

3

0

III-K-21

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 2.5 Z 14 G

20

273

-0.88

6.45

2.04

367

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

20

274

-0.89

6.46

2.05

375

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

22

230

-1.09

5.95

1.90

398

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

22

230

-1.09

5.94

1.90

405

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

24

189

-1.28

5.34

1.71

428

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

24

190

-1.29

5.35

1.72

436

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

25

173

-1.38

5.09

1.63

443

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

25

173

-1.39

5.07

1.63

451

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

28

134

-1.71

4.41

1.42

489

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

28

135

-1.72

4.42

1.43

496

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

30

115

-1.94

4.04

1.31

519

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

30

115

-1.96

4.05

1.31

527

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

32

100

-2.19

3.73

1.21

550

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

32

100

-2.21

3.74

1.22

557

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

35

82

-2.58

3.34

1.09

595

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

35

82

-2.61

3.34

1.09

603

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

37

72

-2.87

3.12

1.02

625

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

37

72

-2.89

3.12

1.02

633

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 14 G

40

61

-3.31

2.83

0.93

671

0

3

3

2

2

3

3

0

10 X 2.5 Z 14 G

40

61

-3.34

2.83

0.93

678

0

3

3

3

3

3

3

0

III-K-22

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 2.5 Z 15 G

20

233

-0.81

5.51

1.75

341

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

20

234

-0.81

5.51

1.75

348

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

22

194

-0.99

5.03

1.60

369

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

22

194

-1.00

5.02

1.61

376

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

24

161

-1.17

4.54

1.45

398

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

24

160

-1.17

4.52

1.45

405

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

25

147

-1.27

4.33

1.39

412

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

25

148

-1.28

4.34

1.40

419

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

28

115

-1.57

3.78

1.22

454

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

28

116

-1.59

3.78

1.22

461

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

30

99

-1.80

3.48

1.13

482

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

30

99

-1.81

3.49

1.13

489

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

32

86

-2.03

3.22

1.04

510

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

32

86

-2.05

3.23

1.05

517

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

35

71

-2.41

2.89

0.94

553

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

35

71

-2.43

2.90

0.95

560

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

37

63

-2.67

2.70

0.88

581

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

37

63

-2.70

2.71

0.89

588

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 15 G

40

53

-3.10

2.46

0.81

623

0

3

3

2

2

3

3

0

10 X 2.5 Z 15 G

40

53

-3.13

2.47

0.81

630

0

3

3

3

3

3

3

0

III-K-23

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 2.5 Z 16 G

20

180

-0.68

4.25

1.35

310

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

20

180

-0.69

4.25

1.35

316

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

22

151

-0.85

3.91

1.25

335

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

22

151

-0.85

3.92

1.25

342

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

24

128

-1.03

3.62

1.16

361

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

24

129

-1.04

3.62

1.16

367

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

25

118

-1.12

3.47

1.11

374

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

25

118

-1.13

3.47

1.12

380

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

28

94

-1.41

3.09

1.00

412

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

28

94

-1.43

3.09

1.00

418

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

30

81

-1.62

2.86

0.92

438

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

30

82

-1.64

2.86

0.93

444

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

32

71

-1.84

2.65

0.86

463

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

32

71

-1.86

2.66

0.86

470

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

35

59

-2.20

2.40

0.78

502

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

35

59

-2.22

2.40

0.79

508

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

37

52

-2.45

2.25

0.74

527

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

37

52

-2.48

2.26

0.74

534

0

3

3

3

3

3

3

0

                             

10 X 2.5 Z 16 G

40

44

-2.86

2.06

0.67

565

0

3

3

2

2

3

3

0

10 X 2.5 Z 16 G

40

44

-2.88

2.06

0.68

572

0

3

3

3

3

3

3

0

III-K-24

15 October 1998