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

 

 

 

 

8 X 3.5 Z 12 G

20

349

-1.07

8.20

2.64

517

0

2

2

1

1

2

2

0

8 X 3.5 Z 12 G

20

354

-1.05

8.34

2.66

528

0

2

3

1

1

3

2

0

                             

8 X 3.5 Z 12 G

22

288

-1.30

7.42

2.40

563

0

2

2

1

1

2

2

0

8 X 3.5 Z 12 G

22

291

-1.28

7.55

2.42

574

0

2

3

1

1

3

2

0

                             

8 X 3.5 Z 12 G

24

244

-1.53

6.88

2.21

619

0

2

3

1

1

3

2

0

8 X 3.5 Z 12 G

24

247

-1.53

7.00

2.23

631

0

3

3

1

1

3

3

0

                             

8 X 3.5 Z 12 G

25

227

-1.67

6.71

2.14

654

0

3

3

1

1

3

3

0

8 X 3.5 Z 12 G

25

223

-1.66

6.54

2.11

642

0

2

3

1

1

3

2

0

                             

8 X 3.5 Z 12 G

28

180

-2.10

5.93

1.90

722

0

3

3

1

1

3

3

0

8 X 3.5 Z 12 G

28

179

-2.11

5.88

1.89

733

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 12 G

30

156

-2.42

5.52

1.77

767

0

3

3

1

1

3

3

0

8 X 3.5 Z 12 G

30

156

-2.43

5.47

1.77

779

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 12 G

32

137

-2.76

5.13

1.66

813

0

3

3

1

1

3

3

0

8 X 3.5 Z 12 G

32

136

-2.77

5.10

1.65

824

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 12 G

35

110

-3.21

4.52

1.47

881

0

3

3

1

1

3

3

0

8 X 3.5 Z 12 G

35

110

-3.23

4.51

1.47

893

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 12 G

37

96

-3.50

4.15

1.35

927

0

3

3

1

1

3

3

0

8 X 3.5 Z 12 G

37

96

-3.54

4.16

1.36

938

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 12 G

40

80

-4.00

3.72

1.21

995

0

3

3

1

1

3

3

0

8 X 3.5 Z 12 G

40

80

-4.04

3.73

1.22

1006

0

3

3

2

2

3

3

0

III-K-30

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

 

 

 

 

8 X 3.5 Z 13 G

20

277

-1.04

6.51

2.10

419

0

2

2

1

1

2

2

0

8 X 3.5 Z 13 G

20

281

-1.03

6.63

2.11

428

0

2

3

1

1

3

2

0

                             

8 X 3.5 Z 13 G

22

230

-1.25

5.97

1.91

465

0

2

3

1

1

3

2

0

8 X 3.5 Z 13 G

22

233

-1.25

6.08

1.92

474

0

3

3

1

1

3

3

0

                             

8 X 3.5 Z 13 G

24

195

-1.49

5.54

1.76

511

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

24

190

-1.47

5.36

1.72

501

0

2

3

1

1

3

2

0

                             

8 X 3.5 Z 13 G

25

180

-1.62

5.31

1.69

529

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

25

179

-1.63

5.26

1.69

538

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 13 G

28

142

-2.04

4.70

1.50

584

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

28

142

-2.05

4.66

1.50

594

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 13 G

30

124

-2.35

4.36

1.40

621

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

30

123

-2.36

4.33

1.40

630

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 13 G

32

108

-2.68

4.07

1.31

658

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

32

109

-2.72

4.09

1.33

667

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 13 G

35

87

-3.09

3.55

1.15

713

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

35

87

-3.13

3.56

1.16

723

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 13 G

37

76

-3.41

3.29

1.07

750

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

37

76

-3.45

3.30

1.08

759

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 13 G

40

63

-3.89

2.95

0.96

805

0

3

3

1

1

3

3

0

8 X 3.5 Z 13 G

40

63

-3.93

2.95

0.97

815

0

3

3

2

2

3

3

0

III-K-31

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

 

 

 

 

8 X 3.5 Z 14 G

20

227

-0.99

5.39

1.70

360

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

20

226

-1.00

5.34

1.69

367

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

22

186

-1.20

4.85

1.53

390

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

22

185

-1.21

4.81

1.53

398

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

24

157

-1.45

4.45

1.41

421

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

24

156

-1.45

4.41

1.41

428

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

25

144

-1.57

4.24

1.35

436

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

25

143

-1.57

4.21

1.35

443

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

28

114

-1.98

3.76

1.20

481

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

28

114

-1.98

3.73

1.20

489

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

30

99

-2.27

3.48

1.12

512

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

30

98

-2.28

3.46

1.12

519

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

32

84

-2.53

3.17

1.02

542

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

32

85

-2.57

3.18

1.03

550

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

35

69

-2.96

2.81

0.91

587

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

35

69

-3.00

2.82

0.92

595

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

37

60

-3.26

2.61

0.85

618

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

37

60

-3.30

2.61

0.85

625

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 14 G

40

50

-3.73

2.34

0.76

663

0

3

3

1

1

3

3

0

8 X 3.5 Z 14 G

40

51

-3.79

2.36

0.77

671

0

3

3

2

2

3

3

0

III-K-32

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

 

 

 

 

8 X 3.5 Z 15 G

20

205

-0.96

4.85

1.53

334

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

20

204

-0.97

4.81

1.52

341

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

22

168

-1.17

4.37

1.38

362

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

22

167

-1.17

4.33

1.38

369

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

24

141

-1.40

3.99

1.27

391

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

24

140

-1.40

3.96

1.27

398

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

25

129

-1.51

3.81

1.21

405

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

25

129

-1.52

3.78

1.21

412

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

28

103

-1.91

3.38

1.08

447

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

28

103

-1.93

3.37

1.09

454

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

30

88

-2.16

3.09

0.99

475

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

30

88

-2.18

3.08

0.99

482

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

32

75

-2.42

2.82

0.91

503

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

32

76

-2.45

2.83

0.92

510

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

35

61

-2.83

2.50

0.81

545

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

35

61

-2.87

2.51

0.82

553

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

37

54

-3.13

2.32

0.76

574

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

37

54

-3.17

2.33

0.76

581

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 15 G

40

45

-3.60

2.10

0.68

616

0

3

3

1

1

3

3

0

8 X 3.5 Z 15 G

40

45

-3.64

2.10

0.69

623

0

3

3

2

2

3

3

0

III-K-33

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

 

 

 

 

8 X 3.5 Z 16 G

20

176

-0.91

4.17

1.31

303

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

20

175

-0.91

4.14

1.31

310

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

22

144

-1.10

3.76

1.19

329

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

22

144

-1.11

3.73

1.19

335

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

24

121

-1.32

3.44

1.09

354

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

24

121

-1.33

3.42

1.09

361

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

25

111

-1.43

3.28

1.05

367

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

25

111

-1.44

3.26

1.04

374

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

28

87

-1.77

2.86

0.91

406

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

28

87

-1.79

2.85

0.92

412

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

30

74

-2.00

2.59

0.83

431

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

30

74

-2.03

2.61

0.84

438

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

32

63

-2.25

2.38

0.77

457

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

32

64

-2.28

2.39

0.78

463

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

35

52

-2.64

2.12

0.69

495

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

35

52

-2.68

2.13

0.69

502

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

37

45

-2.91

1.97

0.64

521

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

37

46

-2.95

1.97

0.64

527

0

3

3

2

2

3

3

0

                             

8 X 3.5 Z 16 G

40

38

-3.37

1.79

0.58

559

0

3

3

1

1

3

3

0

8 X 3.5 Z 16 G

40

38

-3.41

1.79

0.59

565

0

3

3

2

2

3

3

0

III-K-34

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

 

 

 

 

8 X 3.0 Z 12 G

20

357

-1.21

8.38

2.70

485

0

2

2

1

1

2

2

0

8 X 3.0 Z 12 G

20

362

-1.19

8.53

2.72

495

0

2

3

1

1

3

2

0

                             

8 X 3.0 Z 12 G

22

294

-1.48

7.59

2.46

527

0

2

2

1

1

2

2

0

8 X 3.0 Z 12 G

22

298

-1.45

7.72

2.47

538

0

2

3

1

1

3

2

0

                             

8 X 3.0 Z 12 G

24

249

-1.74

7.03

2.26

581

0

2

3

1

1

3

2

0

8 X 3.0 Z 12 G

24

253

-1.74

7.16

2.28

591

0

3

3

1

1

3

3

0

                             

8 X 3.0 Z 12 G

25

233

-1.89

6.86

2.19

613

0

3

3

1

1

3

3

0

8 X 3.0 Z 12 G

25

228

-1.88

6.69

2.15

602

0

2

3

1

1

3

2

0

                             

8 X 3.0 Z 12 G

28

184

-2.37

6.06

1.94

677

0

3

3

1

1

3

3

0

8 X 3.0 Z 12 G

28

183

-2.38

6.01

1.94

687

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 12 G

30

160

-2.74

5.64

1.81

719

0

3

3

1

1

3

3

0

8 X 3.0 Z 12 G

30

159

-2.75

5.60

1.81

730

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 12 G

32

140

-3.12

5.25

1.69

762

0

3

3

1

1

3

3

0

8 X 3.0 Z 12 G

32

139

-3.13

5.21

1.69

773

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 12 G

35

112

-3.61

4.60

1.49

826

0

3

3

1

1

3

3

0

8 X 3.0 Z 12 G

35

113

-3.65

4.60

1.50

837

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 12 G

37

98

-3.96

4.24

1.38

869

0

3

3

1

1

3

3

0

8 X 3.0 Z 12 G

37

98

-4.01

4.25

1.39

879

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 12 G

40

81

-4.52

3.80

1.24

933

0

3

3

1

1

3

3

0

8 X 3.0 Z 12 G

40

82

-4.57

3.81

1.25

943

0

3

3

2

2

3

3

0

III-K-35

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

 

 

 

 

8 X 3.0 Z 13 G

20

262

-1.09

6.15

1.98

392

0

2

2

1

1

2

2

0

8 X 3.0 Z 13 G

20

265

-1.08

6.26

1.99

401

0

2

3

1

1

3

2

0

                             

8 X 3.0 Z 13 G

22

219

-1.31

5.67

1.81

435

0

2

3

1

1

3

2

0

8 X 3.0 Z 13 G

22

213

-1.31

5.50

1.78

427

0

2

2

1

1

2

2

0

                             

8 X 3.0 Z 13 G

24

185

-1.57

5.26

1.67

479

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

24

181

-1.55

5.11

1.64

470

0

2

3

1

1

3

2

0

                             

8 X 3.0 Z 13 G

25

171

-1.70

5.04

1.61

496

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

25

170

-1.71

5.00

1.60

505

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 13 G

28

135

-2.15

4.46

1.43

548

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

28

135

-2.16

4.43

1.43

556

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 13 G

30

117

-2.46

4.13

1.33

582

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

30

117

-2.47

4.10

1.33

591

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 13 G

32

103

-2.81

3.86

1.24

617

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

32

103

-2.84

3.84

1.25

625

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 13 G

35

82

-3.25

3.37

1.09

669

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

35

83

-3.29

3.38

1.10

677

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 13 G

37

72

-3.56

3.11

1.01

703

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

37

72

-3.60

3.11

1.02

712

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 13 G

40

60

-4.07

2.79

0.91

755

0

3

3

1

1

3

3

0

8 X 3.0 Z 13 G

40

60

-4.12

2.79

0.91

764

0

3

3

2

2

3

3

0

III-K-36

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

 

 

 

 

8 X 3.0 Z 14 G

20

220

-1.06

5.21

1.64

337

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

20

211

-1.04

4.98

1.59

330

0

2

3

1

1

3

2

0

                             

8 X 3.0 Z 14 G

22

180

-1.29

4.69

1.48

366

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

22

179

-1.29

4.65

1.48

373

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

24

151

-1.54

4.28

1.36

394

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

24

150

-1.55

4.24

1.36

401

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

25

139

-1.68

4.10

1.31

408

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

25

139

-1.69

4.07

1.30

415

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

28

110

-2.11

3.63

1.16

451

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

28

109

-2.11

3.59

1.16

458

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

30

96

-2.43

3.37

1.08

479

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

30

95

-2.43

3.34

1.08

487

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

32

82

-2.72

3.08

0.99

508

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

32

82

-2.75

3.08

1.00

515

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

35

66

-3.18

2.72

0.88

551

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

35

67

-3.21

2.73

0.89

558

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

37

58

-3.48

2.51

0.82

579

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

37

58

-3.52

2.52

0.82

586

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 14 G

40

49

-4.01

2.27

0.74

622

0

3

3

1

1

3

3

0

8 X 3.0 Z 14 G

40

49

-4.07

2.28

0.75

629

0

3

3

2

2

3

3

0

III-K-37

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

 

 

 

 

8 X 3.0 Z 15 G

20

202

-1.05

4.80

1.51

313

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

20

202

-1.06

4.76

1.51

320

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

22

166

-1.28

4.33

1.37

340

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

22

165

-1.28

4.29

1.37

346

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

24

139

-1.53

3.95

1.26

366

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

24

139

-1.54

3.92

1.25

373

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

25

128

-1.66

3.77

1.20

379

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

25

127

-1.67

3.74

1.20

386

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

28

101

-2.09

3.34

1.07

419

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

28

102

-2.11

3.33

1.07

425

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

30

87

-2.37

3.06

0.98

445

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

30

87

-2.40

3.06

0.99

452

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

32

74

-2.65

2.80

0.90

472

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

32

75

-2.69

2.80

0.91

478

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

35

60

-3.11

2.48

0.80

511

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

35

61

-3.15

2.48

0.81

518

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

37

53

-3.43

2.30

0.75

538

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

37

53

-3.47

2.31

0.75

544

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 15 G

40

44

-3.95

2.08

0.68

577

0

3

3

1

1

3

3

0

8 X 3.0 Z 15 G

40

45

-3.99

2.08

0.68

584

0

3

3

2

2

3

3

0

III-K-38

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

 

 

 

 

8 X 3.0 Z 16 G

20

175

-1.00

4.14

1.30

284

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

20

174

-1.01

4.11

1.30

290

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

22

143

-1.21

3.73

1.18

308

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

22

143

-1.22

3.70

1.18

314

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

24

121

-1.46

3.42

1.09

332

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

24

120

-1.46

3.39

1.08

338

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

25

111

-1.58

3.26

1.04

344

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

25

110

-1.59

3.24

1.04

350

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

28

86

-1.95

2.84

0.91

380

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

28

86

-1.97

2.83

0.91

386

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

30

73

-2.20

2.58

0.83

404

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

30

74

-2.24

2.59

0.84

410

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

32

63

-2.47

2.37

0.76

428

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

32

64

-2.51

2.38

0.77

434

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

35

51

-2.91

2.11

0.68

464

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

35

52

-2.94

2.11

0.69

470

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

37

45

-3.20

1.95

0.63

488

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

37

45

-3.24

1.96

0.64

494

0

3

3

2

2

3

3

0

                             

8 X 3.0 Z 16 G

40

38

-3.71

1.78

0.58

524

0

3

3

1

1

3

3

0

8 X 3.0 Z 16 G

40

38

-3.75

1.78

0.58

530

0

3

3

2

2

3

3

0

III-K-39

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

 

 

 

 

8 X 2.5 Z 12 G

20

321

-1.22

7.53

2.43

452

0

2

2

1

1

2

2

0

8 X 2.5 Z 12 G

20

325

-1.20

7.67

2.44

462

0

2

3

1

1

3

2

0

                             

8 X 2.5 Z 12 G

22

263

-1.48

6.78

2.19

492

0

2

2

1

1

2

2

0

8 X 2.5 Z 12 G

22

266

-1.45

6.89

2.21

502

0

2

3

1

1

3

2

0

                             

8 X 2.5 Z 12 G

24

224

-1.75

6.32

2.03

542

0

2

3

1

1

3

2

0

8 X 2.5 Z 12 G

24

227

-1.75

6.44

2.05

552

0

3

3

1

1

3

3

0

                             

8 X 2.5 Z 12 G

25

209

-1.90

6.17

1.96

572

0

3

3

1

1

3

3

0

8 X 2.5 Z 12 G

25

205

-1.89

6.01

1.94

562

0

2

3

1

1

3

2

0

                             

8 X 2.5 Z 12 G

28

165

-2.39

5.45

1.75

631

0

3

3

1

1

3

3

0

8 X 2.5 Z 12 G

28

165

-2.40

5.41

1.74

641

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 12 G

30

143

-2.75

5.05

1.62

671

0

3

3

1

1

3

3

0

8 X 2.5 Z 12 G

30

143

-2.76

5.01

1.62

681

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 12 G

32

125

-3.13

4.70

1.52

711

0

3

3

1

1

3

3

0

8 X 2.5 Z 12 G

32

125

-3.15

4.67

1.52

721

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 12 G

35

101

-3.64

4.14

1.34

771

0

3

3

1

1

3

3

0

8 X 2.5 Z 12 G

35

102

-3.69

4.15

1.35

781

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 12 G

37

88

-3.98

3.81

1.24

810

0

3

3

1

1

3

3

0

8 X 2.5 Z 12 G

37

88

-4.03

3.82

1.25

820

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 12 G

40

73

-4.53

3.40

1.11

870

0

3

3

1

1

3

3

0

8 X 2.5 Z 12 G

40

73

-4.58

3.41

1.12

880

0

3

3

2

2

3

3

0

III-K-40

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

 

 

 

 

8 X 2.5 Z 13 G

20

261

-1.22

6.12

1.97

366

0

2

2

1

1

2

2

0

8 X 2.5 Z 13 G

20

264

-1.20

6.22

1.98

374

0

2

3

1

1

3

2

0

                             

8 X 2.5 Z 13 G

22

218

-1.46

5.64

1.80

406

0

2

3

1

1

3

2

0

8 X 2.5 Z 13 G

22

212

-1.46

5.48

1.77

398

0

2

2

1

1

2

2

0

                             

8 X 2.5 Z 13 G

24

185

-1.74

5.23

1.66

447

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

24

180

-1.73

5.08

1.63

439

0

2

3

1

1

3

2

0

                             

8 X 2.5 Z 13 G

25

170

-1.90

5.01

1.60

463

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

25

169

-1.91

4.97

1.59

471

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 13 G

28

135

-2.39

4.44

1.42

511

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

28

134

-2.40

4.40

1.42

519

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 13 G

30

116

-2.75

4.11

1.32

543

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

30

116

-2.76

4.08

1.32

551

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 13 G

32

102

-3.13

3.83

1.24

575

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

32

102

-3.16

3.82

1.24

584

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 13 G

35

82

-3.62

3.35

1.09

624

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

35

82

-3.67

3.36

1.09

632

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 13 G

37

71

-3.97

3.09

1.00

656

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

37

72

-4.02

3.10

1.01

664

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 13 G

40

59

-4.54

2.77

0.90

704

0

3

3

1

1

3

3

0

8 X 2.5 Z 13 G

40

60

-4.59

2.78

0.91

712

0

3

3

2

2

3

3

0

III-K-41

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

 

 

 

 

8 X 2.5 Z 14 G

20

212

-1.15

5.03

1.58

315

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

20

200

-1.13

4.70

1.52

301

0

2

2

1

1

2

2

0

                             

8 X 2.5 Z 14 G

22

174

-1.39

4.53

1.43

341

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

22

173

-1.40

4.49

1.43

348

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

24

146

-1.67

4.13

1.31

368

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

24

145

-1.67

4.10

1.31

374

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

25

134

-1.81

3.96

1.26

381

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

25

134

-1.82

3.93

1.26

388

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

28

107

-2.31

3.54

1.13

421

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

28

107

-2.32

3.52

1.13

427

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

30

92

-2.62

3.24

1.04

447

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

30

92

-2.64

3.22

1.04

454

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

32

79

-2.95

2.98

0.96

474

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

32

80

-2.98

2.99

0.97

481

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

35

64

-3.44

2.63

0.85

514

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

35

65

-3.48

2.64

0.86

520

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

37

56

-3.78

2.43

0.79

540

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

37

56

-3.82

2.44

0.80

547

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 14 G

40

47

-4.35

2.20

0.72

580

0

3

3

1

1

3

3

0

8 X 2.5 Z 14 G

40

47

-4.40

2.20

0.72

587

0

3

3

2

2

3

3

0

III-K-42

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

 

 

 

 

8 X 2.5 Z 15 G

20

193

-1.13

4.58

1.44

292

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

20

192

-1.13

4.54

1.44

298

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

22

159

-1.37

4.15

1.31

317

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

22

159

-1.38

4.12

1.31

323

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

24

134

-1.64

3.79

1.21

342

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

24

133

-1.65

3.76

1.20

348

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

25

123

-1.78

3.62

1.15

354

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

25

122

-1.79

3.59

1.15

360

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

28

97

-2.24

3.19

1.02

391

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

28

97

-2.25

3.17

1.02

397

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

30

84

-2.56

2.95

0.95

415

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

30

84

-2.59

2.95

0.95

422

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

32

72

-2.86

2.69

0.87

440

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

32

72

-2.90

2.70

0.88

446

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

35

58

-3.35

2.39

0.77

477

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

35

58

-3.39

2.39

0.78

483

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

37

51

-3.70

2.21

0.72

502

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

37

51

-3.74

2.22

0.72

508

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 15 G

40

43

-4.25

2.00

0.65

539

0

3

3

1

1

3

3

0

8 X 2.5 Z 15 G

40

43

-4.30

2.00

0.66

545

0

3

3

2

2

3

3

0

III-K-43

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

 

 

 

 

8 X 2.5 Z 16 G

20

172

-1.10

4.08

1.28

265

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

20

171

-1.11

4.04

1.28

271

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

22

141

-1.34

3.68

1.16

288

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

22

141

-1.34

3.65

1.16

293

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

24

119

-1.61

3.37

1.07

310

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

24

118

-1.60

3.32

1.06

316

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

25

109

-1.74

3.21

1.02

321

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

25

108

-1.75

3.18

1.02

327

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

28

85

-2.15

2.79

0.89

355

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

28

85

-2.19

2.81

0.90

360

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

30

72

-2.43

2.54

0.82

377

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

30

73

-2.47

2.56

0.83

383

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

32

62

-2.73

2.34

0.75

399

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

32

63

-2.77

2.34

0.76

405

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

35

51

-3.21

2.08

0.67

433

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

35

51

-3.25

2.08

0.68

439

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

37

45

-3.55

1.93

0.63

455

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

37

45

-3.59

1.94

0.63

461

0

3

3

2

2

3

3

0

                             

8 X 2.5 Z 16 G

40

37

-4.08

1.75

0.57

489

0

3

3

1

1

3

3

0

8 X 2.5 Z 16 G

40

38

-4.13

1.75

0.57

495

0

3

3

2

2

3

3

0

III-K-44

15 October 1998