Two 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

12 X 3.5 Z 12 G

20

561

-0.49

14.51

3.96

329

0

3

3

0

12 X 3.5 Z 12 G

20

474

-0.44

12.16

3.39

315

0

2

2

0

                     

12 X 3.5 Z 12 G

22

476

-0.62

13.53

3.71

358

0

3

3

0

12 X 3.5 Z 12 G

22

387

-0.53

10.91

3.06

344

0

2

2

0

                     

12 X 3.5 Z 12 G

24

387

-0.72

11.97

3.30

386

0

3

3

0

12 X 3.5 Z 12 G

24

321

-0.63

9.86

2.78

372

0

2

2

0

                     

12 X 3.5 Z 12 G

25

350

-0.77

11.28

3.12

401

0

3

3

0

12 X 3.5 Z 12 G

25

295

-0.68

9.41

2.66

386

0

2

2

0

                     

12 X 3.5 Z 12 G

28

271

-0.95

9.74

2.71

443

0

3

3

0

12 X 3.5 Z 12 G

28

231

-0.85

8.24

2.34

429

0

2

2

0

                     

12 X 3.5 Z 12 G

30

230

-1.08

8.86

2.48

472

0

3

3

0

12 X 3.5 Z 12 G

30

197

-0.97

7.54

2.15

458

0

2

2

0

                     

12 X 3.5 Z 12 G

32

198

-1.21

8.10

2.27

500

0

3

3

0

12 X 3.5 Z 12 G

32

173

-1.11

7.04

2.01

486

0

2

2

0

                     

12 X 3.5 Z 12 G

35

161

-1.43

7.22

2.04

543

0

3

3

0

12 X 3.5 Z 12 G

35

142

-1.31

6.30

1.81

529

0

2

2

0

                     

12 X 3.5 Z 12 G

37

141

-1.58

6.69

1.89

571

0

3

3

0

12 X 3.5 Z 12 G

37

126

-1.47

5.94

1.71

557

0

2

2

0

                     

12 X 3.5 Z 12 G

40

119

-1.83

6.07

1.72

614

0

3

3

0

12 X 3.5 Z 12 G

40

107

-1.71

5.42

1.56

600

0

2

2

0

III-J-1

15 October 1998

Two 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

ft.

lb/ft.

in.

kips

kips

lb

 

 

12 X 3.5 Z 13 G

20

371

-0.40

9.61

2.62

267

0

3

3

0

12 X 3.5 Z 13 G

20

305

-0.35

7.83

2.19

255

0

2

2

0

                     

12 X 3.5 Z 13 G

22

305

-0.49

8.68

2.38

290

0

3

3

0

12 X 3.5 Z 13 G

22

256

-0.43

7.22

2.03

278

0

2

2

0

                     

12 X 3.5 Z 13 G

24

255

-0.58

7.88

2.17

313

0

3

3

0

12 X 3.5 Z 13 G

24

216

-0.52

6.63

1.87

301

0

2

2

0

                     

12 X 3.5 Z 13 G

25

234

-0.63

7.52

2.08

324

0

3

3

0

12 X 3.5 Z 13 G

25

199

-0.57

6.35

1.80

313

0

2

2

0

                     

12 X 3.5 Z 13 G

28

183

-0.79

6.58

1.83

359

0

3

3

0

12 X 3.5 Z 13 G

28

159

-0.72

5.67

1.61

347

0

2

2

0

                     

12 X 3.5 Z 13 G

30

158

-0.91

6.08

1.70

382

0

3

3

0

12 X 3.5 Z 13 G

30

138

-0.83

5.26

1.50

370

0

2

2

0

                     

12 X 3.5 Z 13 G

32

137

-1.03

5.62

1.58

405

0

3

3

0

12 X 3.5 Z 13 G

32

120

-0.95

4.90

1.40

393

0

2

2

0

                     

12 X 3.5 Z 13 G

35

113

-1.23

5.06

1.43

440

0

3

3

0

12 X 3.5 Z 13 G

35

101

-1.15

4.48

1.29

428

0

2

2

0

                     

12 X 3.5 Z 13 G

37

100

-1.38

4.74

1.34

463

0

3

3

0

12 X 3.5 Z 13 G

37

90

-1.29

4.22

1.21

451

0

2

2

0

                     

12 X 3.5 Z 13 G

40

85

-1.60

4.32

1.22

497

0

3

3

0

12 X 3.5 Z 13 G

40

76

-1.51

3.87

1.12

486

0

2

2

0

III-J-2

15 October 1998

Two 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

12 X 3.5 Z 14 G

20

228

-0.30

5.90

1.61

220

0

3

3

0

12 X 3.5 Z 14 G

20

193

-0.27

4.96

1.38

210

0

2

2

0

                     

12 X 3.5 Z 14 G

22

190

-0.37

5.41

1.48

239

0

3

3

0

12 X 3.5 Z 14 G

22

164

-0.34

4.63

1.30

229

0

2

2

0

                     

12 X 3.5 Z 14 G

24

162

-0.45

5.02

1.39

258

0

3

3

0

12 X 3.5 Z 14 G

24

141

-0.41

4.32

1.22

248

0

2

2

0

                     

12 X 3.5 Z 14 G

25

150

-0.49

4.82

1.33

267

0

3

3

0

12 X 3.5 Z 14 G

25

131

-0.45

4.18

1.18

258

0

2

2

0

                     

12 X 3.5 Z 14 G

28

120

-0.63

4.32

1.20

296

0

3

3

0

12 X 3.5 Z 14 G

28

106

-0.58

3.77

1.07

286

0

2

2

0

                     

12 X 3.5 Z 14 G

30

105

-0.74

4.05

1.13

315

0

3

3

0

12 X 3.5 Z 14 G

30

93

-0.68

3.55

1.01

305

0

2

2

0

                     

12 X 3.5 Z 14 G

32

92

-0.84

3.78

1.06

334

0

3

3

0

12 X 3.5 Z 14 G

32

83

-0.79

3.36

0.96

324

0

2

2

0

                     

12 X 3.5 Z 14 G

35

77

-1.02

3.46

0.97

362

0

3

3

0

12 X 3.5 Z 14 G

35

69

-0.96

3.09

0.89

353

0

2

2

0

                     

12 X 3.5 Z 14 G

37

69

-1.15

3.26

0.92

381

0

3

3

0

12 X 3.5 Z 14 G

37

62

-1.08

2.93

0.84

371

0

2

2

0

                     

12 X 3.5 Z 14 G

40

59

-1.34

2.99

0.85

409

0

3

3

0

12 X 3.5 Z 14 G

40

53

-1.28

2.71

0.78

400

0

2

2

0

III-J-3

15 October 1998

Two 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

12 X 3.0 Z 12 G

20

569

-0.55

14.73

4.02

313

0

3

3

0

12 X 3.0 Z 12 G

20

479

-0.48

12.31

3.44

299

0

2

2

0

                     

12 X 3.0 Z 12 G

22

483

-0.69

13.71

3.76

340

0

3

3

0

12 X 3.0 Z 12 G

22

392

-0.59

11.06

3.10

326

0

2

2

0

                     

12 X 3.0 Z 12 G

24

392

-0.80

12.13

3.34

367

0

3

3

0

12 X 3.0 Z 12 G

24

326

-0.70

10.00

2.82

354

0

2

2

0

                     

12 X 3.0 Z 12 G

25

355

-0.86

11.44

3.16

381

0

3

3

0

12 X 3.0 Z 12 G

25

299

-0.76

9.55

2.70

367

0

2

2

0

                     

12 X 3.0 Z 12 G

28

275

-1.06

9.88

2.75

421

0

3

3

0

12 X 3.0 Z 12 G

28

234

-0.95

8.36

2.38

408

0

2

2

0

                     

12 X 3.0 Z 12 G

30

234

-1.20

8.99

2.51

448

0

3

3

0

12 X 3.0 Z 12 G

30

202

-1.08

7.70

2.20

435

0

2

2

0

                     

12 X 3.0 Z 12 G

32

201

-1.34

8.22

2.31

475

0

3

3

0

12 X 3.0 Z 12 G

32

176

-1.23

7.16

2.05

462

0

2

2

0

                     

12 X 3.0 Z 12 G

35

164

-1.59

7.34

2.07

516

0

3

3

0

12 X 3.0 Z 12 G

35

145

-1.47

6.44

1.85

502

0

2

2

0

                     

12 X 3.0 Z 12 G

37

144

-1.75

6.79

1.92

543

0

3

3

0

12 X 3.0 Z 12 G

37

129

-1.64

6.04

1.74

529

0

2

2

0

                     

12 X 3.0 Z 12 G

40

121

-2.03

6.17

1.75

583

0

3

3

0

12 X 3.0 Z 12 G

40

108

-1.90

5.50

1.58

570

0

2

2

0

III-J-4

15 October 1998

Two 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

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

12 X 3.0 Z 13 G

20

368

-0.43

9.53

2.60

253

0

3

3

0

12 X 3.0 Z 13 G

20

302

-0.38

7.76

2.17

242

0

2

2

0

                     

12 X 3.0 Z 13 G

22

303

-0.53

8.59

2.36

275

0

3

3

0

12 X 3.0 Z 13 G

22

253

-0.47

7.14

2.00

264

0

2

2

0

                     

12 X 3.0 Z 13 G

24

252

-0.63

7.79

2.15

297

0

3

3

0

12 X 3.0 Z 13 G

24

213

-0.56

6.54

1.84

286

0

2

2

0

                     

12 X 3.0 Z 13 G

25

231

-0.69

7.44

2.06

308

0

3

3

0

12 X 3.0 Z 13 G

25

196

-0.61

6.27

1.77

297

0

2

2

0

                     

12 X 3.0 Z 13 G

28

181

-0.86

6.50

1.81

341

0

3

3

0

12 X 3.0 Z 13 G

28

157

-0.78

5.59

1.59

330

0

2

2

0

                     

12 X 3.0 Z 13 G

30

156

-0.98

5.99

1.68

363

0

3

3

0

12 X 3.0 Z 13 G

30

136

-0.90

5.19

1.48

352

0

2

2

0

                     

12 X 3.0 Z 13 G

32

135

-1.11

5.55

1.56

385

0

3

3

0

12 X 3.0 Z 13 G

32

119

-1.03

4.84

1.38

374

0

2

2

0

                     

12 X 3.0 Z 13 G

35

111

-1.33

4.98

1.40

418

0

3

3

0

12 X 3.0 Z 13 G

35

99

-1.24

4.41

1.26

407

0

2

2

0

                     

12 X 3.0 Z 13 G

37

99

-1.48

4.66

1.32

439

0

3

3

0

12 X 3.0 Z 13 G

37

88

-1.38

4.15

1.19

428

0

2

2

0

                     

12 X 3.0 Z 13 G

40

83

-1.72

4.24

1.20

472

0

3

3

0

12 X 3.0 Z 13 G

40

75

-1.62

3.81

1.10

461

0

2

2

0

III-J-5

15 October 1998

Two Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections

Section

Span

Load

Defl

Int React

End React