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

 

 

 

 

9 X 2.5 Z 12 G

20

378

-1.08

8.86

2.86

485

0

2

2

1

1

2

2

0

9 X 2.5 Z 12 G

20

382

-1.07

9.02

2.87

495

0

2

3

1

1

3

2

0

                             

9 X 2.5 Z 12 G

22

311

-1.32

8.02

2.59

527

0

2

2

1

1

2

2

0

9 X 2.5 Z 12 G

22

315

-1.30

8.16

2.61

538

0

2

3

1

1

3

2

0

                             

9 X 2.5 Z 12 G

24

263

-1.55

7.43

2.39

581

0

2

3

1

1

3

2

0

9 X 2.5 Z 12 G

24

267

-1.55

7.57

2.41

591

0

3

3

1

1

3

3

0

                             

9 X 2.5 Z 12 G

25

246

-1.69

7.25

2.31

613

0

3

3

1

1

3

3

0

9 X 2.5 Z 12 G

25

238

-1.66

7.00

2.25

602

0

2

3

1

1

3

2

0

                             

9 X 2.5 Z 12 G

28

194

-2.12

6.40

2.05

677

0

3

3

1

1

3

3

0

9 X 2.5 Z 12 G

28

193

-2.13

6.35

2.05

687

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 12 G

30

169

-2.45

5.96

1.92

719

0

3

3

1

1

3

3

0

9 X 2.5 Z 12 G

30

168

-2.46

5.92

1.91

730

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 12 G

32

148

-2.78

5.54

1.79

762

0

3

3

1

1

3

3

0

9 X 2.5 Z 12 G

32

147

-2.80

5.51

1.79

773

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 12 G

35

118

-3.22

4.85

1.57

826

0

3

3

1

1

3

3

0

9 X 2.5 Z 12 G

35

119

-3.26

4.86

1.58

837

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 12 G

37

105

-3.57

4.53

1.47

869

0

3

3

1

1

3

3

0

9 X 2.5 Z 12 G

37

105

-3.62

4.54

1.48

879

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 12 G

40

86

-4.04

4.02

1.31

933

0

3

3

1

1

3

3

0

9 X 2.5 Z 12 G

40

86

-4.09

4.03

1.32

943

0

3

3

2

2

3

3

0

III-K-25

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

 

 

 

 

9 X 2.5 Z 13 G

20

312

-1.07

7.35

2.34

401

0

2

3

1

1

3

2

0

9 X 2.5 Z 13 G

20

316

-1.07

7.50

2.36

410

0

3

3

1

1

3

3

0

                             

9 X 2.5 Z 13 G

22

259

-1.30

6.74

2.13

444

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

22

250

-1.27

6.47

2.07

435

0

2

3

1

1

3

2

0

                             

9 X 2.5 Z 13 G

24

218

-1.56

6.18

1.97

479

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

24

217

-1.56

6.13

1.96

487

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 13 G

25

201

-1.69

5.92

1.89

496

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

25

200

-1.70

5.87

1.88

505

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 13 G

28

159

-2.13

5.23

1.68

548

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

28

158

-2.14

5.19

1.67

556

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 13 G

30

138

-2.45

4.85

1.56

582

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

30

137

-2.46

4.81

1.56

591

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 13 G

32

119

-2.76

4.47

1.44

617

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

32

119

-2.79

4.47

1.45

625

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 13 G

35

96

-3.21

3.93

1.27

669

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

35

96

-3.25

3.94

1.28

677

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 13 G

37

84

-3.54

3.65

1.19

703

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

37

85

-3.58

3.66

1.20

712

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 13 G

40

70

-4.04

3.27

1.07

755

0

3

3

1

1

3

3

0

9 X 2.5 Z 13 G

40

70

-4.08

3.28

1.07

764

0

3

3

2

2

3

3

0

III-K-26

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

 

 

 

 

9 X 2.5 Z 14 G

20

249

-1.02

5.91

1.86

337

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

20

248

-1.03

5.86

1.86

344

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

22

205

-1.24

5.35

1.69

366

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

22

205

-1.25

5.30

1.69

373

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

24

172

-1.49

4.88

1.55

394

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

24

171

-1.49

4.84

1.55

401

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

25

158

-1.62

4.68

1.49

408

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

25

158

-1.62

4.64

1.49

415

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

28

124

-2.01

4.08

1.31

451

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

28

124

-2.04

4.09

1.32

458

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

30

105

-2.26

3.70

1.19

479

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

30

106

-2.29

3.71

1.20

487

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

32

91

-2.55

3.41

1.10

508

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

32

91

-2.58

3.42

1.11

515

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

35

74

-2.99

3.03

0.98

551

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

35

74

-3.02

3.03

0.99

558

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

37

65

-3.30

2.82

0.91

579

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

37

65

-3.34

2.82

0.92

586

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 14 G

40

54

-3.80

2.55

0.83

622

0

3

3

1

1

3

3

0

9 X 2.5 Z 14 G

40

55

-3.85

2.55

0.84

629

0

3

3

2

2

3

3

0

III-K-27

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

 

 

 

 

9 X 2.5 Z 15 G

20

225

-0.99

5.33

1.68

313

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

20

226

-1.00

5.33

1.69

320

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 15 G

22

187

-1.22

4.88

1.54

340

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

22

187

-1.23

4.84

1.54

346

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 15 G

24

157

-1.46

4.45

1.41

366

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

24

157

-1.47

4.44

1.42

373

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 15 G

25

143

-1.57

4.22

1.34

379

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

25

144

-1.59

4.22

1.35

386

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 15 G

28

110

-1.93

3.64

1.16

419

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

28

111

-1.95

3.64

1.17

425

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 15 G

30

94

-2.18

3.32

1.07

445

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

30

95

-2.21

3.33

1.08

452

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 15 G

32

81

-2.45

3.06

0.99

472

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

32

82

-2.49

3.06

0.99

478

0

3

3

2

2

3

3

0

                             

9 X 2.5 Z 15 G

35

66

-2.89

2.73

0.88

511

0

3

3

1

1

3

3

0

9 X 2.5 Z 15 G

35

67

-2.93

2.73

0.89