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

 

 

10 X 3.5 Z 12 G

20

458

-0.62

11.86

3.23

296

0

3

3

0

10 X 3.5 Z 12 G

20

408

-0.58

10.48

2.93

284

0

2

2

0

                     

10 X 3.5 Z 12 G

22

384

-0.77

10.92

2.99

322

0

3

3

0

10 X 3.5 Z 12 G

22

327

-0.69

9.23

2.59

309

0

2

2

0

                     

10 X 3.5 Z 12 G

24

327

-0.94

10.10

2.79

348

0

3

3

0

10 X 3.5 Z 12 G

24

267

-0.81

8.20

2.31

335

0

2

2

0

                     

10 X 3.5 Z 12 G

25

295

-1.00

9.50

2.63

360

0

3

3

0

10 X 3.5 Z 12 G

25

243

-0.87

7.77

2.19

348

0

2

2

0

                     

10 X 3.5 Z 12 G

28

223

-1.21

8.01

2.23

399

0

3

3

0

10 X 3.5 Z 12 G

28

187

-1.06

6.67

1.89

386

0

2

2

0

                     

10 X 3.5 Z 12 G

30

187

-1.35

7.21

2.01

425

0

3

3

0

10 X 3.5 Z 12 G

30

160

-1.21

6.12

1.75

412

0

2

2

0

                     

10 X 3.5 Z 12 G

32

160

-1.51

6.58

1.84

450

0

3

3

0

10 X 3.5 Z 12 G

32

139

-1.37

5.65

1.62

437

0

2

2

0

                     

10 X 3.5 Z 12 G

35

129

-1.76

5.77

1.63

489

0

3

3

0

10 X 3.5 Z 12 G

35

113

-1.61

5.03

1.44

476

0

2

2

0

                     

10 X 3.5 Z 12 G

37

113

-1.94

5.34

1.51

514

0

3

3

0

10 X 3.5 Z 12 G

37

100

-1.79

4.69

1.35

501

0

2

2

0

                     

10 X 3.5 Z 12 G

40

93

-2.21

4.77

1.35

553

0

3

3

0

10 X 3.5 Z 12 G

40

84

-2.06

4.24

1.22

540

0

2

2

0

III-J-10

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

 

 

10 X 3.5 Z 13 G

20

347

-0.58

8.97

2.45

240

0

3

3

0

10 X 3.5 Z 13 G

20

296

-0.52

7.59

2.12

230

0

2

2

0

                     

10 X 3.5 Z 13 G

22

294

-0.72

8.35

2.29

261

0

3

3

0

10 X 3.5 Z 13 G

22

240

-0.62

6.76

1.90

250

0

2

2

0

                     

10 X 3.5 Z 13 G

24

241

-0.85

7.46

2.06

281

0

3

3

0

10 X 3.5 Z 13 G

24

199

-0.74

6.12

1.73

271

0

2

2

0

                     

10 X 3.5 Z 13 G

25

219

-0.91

7.05

1.95

292

0

3

3

0

10 X 3.5 Z 13 G

25

182

-0.80

5.83

1.65

281

0

2

2

0

                     

10 X 3.5 Z 13 G

28

167

-1.11

6.00

1.67

323

0

3

3

0

10 X 3.5 Z 13 G

28

143

-1.00

5.09

1.45

313

0

2

2

0

                     

10 X 3.5 Z 13 G

30

142

-1.26

5.48

1.53

344

0

3

3

0

10 X 3.5 Z 13 G

30

123

-1.14

4.69

1.34

333

0

2

2

0

                     

10 X 3.5 Z 13 G

32

122

-1.42

5.02

1.41

364

0

3

3

0

10 X 3.5 Z 13 G

32

106

-1.29

4.32

1.23

354

0

2

2

0

                     

10 X 3.5 Z 13 G

35

99

-1.67

4.45

1.26

395

0

3

3

0

10 X 3.5 Z 13 G

35

88

-1.54

3.91

1.12

385

0

2

2

0

                     

10 X 3.5 Z 13 G

37

88

-1.85

4.14

1.17

416

0

3

3

0

10 X 3.5 Z 13 G

37

78

-1.71

3.65

1.05

406

0

2

2

0

                     

10 X 3.5 Z 13 G

40

73

-2.13

3.74

1.06

447

0

3

3

0

10 X 3.5 Z 13 G

40

66

-2.00

3.34

0.96

437

0

2

2

0

III-J-11

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

 

 

10 X 3.5 Z 14 G

20

240

-0.48

6.22

1.70

198

0

3

3

0

10 X 3.5 Z 14 G

20

197

-0.42

5.05

1.41

189

0

2

2

0

                     

10 X 3.5 Z 14 G

22

196

-0.58

5.57

1.53

215

0

3

3

0

10 X 3.5 Z 14 G

22

163

-0.51

4.60

1.29

206

0

2

2

0

                     

10 X 3.5 Z 14 G

24

163

-0.69

5.03

1.39

232

0

3

3

0

10 X 3.5 Z 14 G

24

137

-0.61

4.20

1.18

223

0

2

2

0

                     

10 X 3.5 Z 14 G

25

148

-0.75

4.78

1.32

240

0

3

3

0

10 X 3.5 Z 14 G

25

126

-0.67

4.02

1.14

232

0

2

2

0

                     

10 X 3.5 Z 14 G

28

116

-0.93

4.16

1.16

266

0

3

3

0

10 X 3.5 Z 14 G

28

100

-0.85

3.56

1.01

257

0

2

2

0

                     

10 X 3.5 Z 14 G

30

99

-1.07

3.83

1.07

283

0

3

3

0

10 X 3.5 Z 14 G

30

86

-0.97

3.30

0.94

274

0

2

2

0

                     

10 X 3.5 Z 14 G

32

86

-1.21

3.53

0.99

300

0

3

3

0

10 X 3.5 Z 14 G

32

76

-1.11

3.08

0.88

292

0

2

2

0

                     

10 X 3.5 Z 14 G

35

71

-1.43

3.16

0.89

326

0

3

3

0

10 X 3.5 Z 14 G

35

63

-1.33

2.79

0.80

317

0

2

2

0

                     

10 X 3.5 Z 14 G

37

62

-1.59

2.95

0.83

343

0

3

3

0

10 X 3.5 Z 14 G

37

56

-1.48

2.62

0.75

334

0

2

2

0

                     

10 X 3.5 Z 14 G

40

53

-1.85

2.68

0.76

368

0

3

3

0

10 X 3.5 Z 14 G

40

47

-1.74

2.41

0.69

360

0

2

2

0

III-J-12

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

 

 

10 X 3.5 Z 15 G

20

201

-0.44

5.21

1.42

184

0

3

3

0

10 X 3.5 Z 15 G

20

167

-0.38

4.29

1.20

176

0

2

2

0

                     

10 X 3.5 Z 15 G

22

166

-0.53

4.72

1.29

199

0

3

3

0

10 X 3.5 Z 15 G

22

139

-0.47

3.92

1.10

191

0

2

2

0

                     

10 X 3.5 Z 15 G

24

138

-0.64

4.28

1.18

215

0

3

3

0

10 X 3.5 Z 15 G

24

117

-0.57

3.60

1.01

207

0

2

2

0

                     

10 X 3.5 Z 15 G

25

127

-0.69

4.09

1.13

223

0

3

3

0

10 X 3.5 Z 15 G

25

109

-0.62

3.47

0.98

215

0

2

2

0

                     

10 X 3.5 Z 15 G

28

100

-0.87

3.59

1.00

247

0

3

3

0

10 X 3.5 Z 15 G

28

86

-0.79

3.09

0.88

239

0

2

2

0

                     

10 X 3.5 Z 15 G

30

86

-0.99

3.31

0.93

263

0

3

3

0

10 X 3.5 Z 15 G

30

75

-0.91

2.87

0.82

255

0

2

2

0

                     

10 X 3.5 Z 15 G

32

75

-1.13

3.07

0.86

279

0

3

3

0

10 X 3.5 Z 15 G

32

66

-1.04

2.68

0.77

271

0

2

2

0

                     

10 X 3.5 Z 15 G

35

62

-1.34

2.76

0.78

302

0

3

3

0

10 X 3.5 Z 15 G

35

55

-1.25

2.44

0.70

295

0

2

2

0

                     

10 X 3.5 Z 15 G

37

55

-1.50

2.58

0.73

318

0

3

3

0

10 X 3.5 Z 15 G

37

49

-1.40

2.30

0.66

310

0

2

2

0

                     

10 X 3.5 Z 15 G

40

46

-1.74

2.34

0.67

342

0

3

3

0

10 X 3.5 Z 15 G

40

42

-1.64

2.11

0.61

334

0

2

2

0

III-J-13

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

 

 

10 X 3.5 Z 16 G

20

159

-0.38

4.11

1.12

167

0

3

3

0

10 X 3.5 Z 16 G

20

134

-0.33

3.43

0.96

159

0

2

2

0

                     

10 X 3.5 Z 16 G

22

132

-0.47

3.75

1.03

181

0

3

3

0

10 X 3.5 Z 16 G

22

112

-0.42

3.17

0.89

174

0

2

2

0

                     

10 X 3.5 Z 16 G

24

111

-0.56

3.44

0.95

195

0

3

3

0

10 X 3.5 Z 16 G

24

96

-0.51

2.93

0.83

188

0

2

2

0

                     

10 X 3.5 Z 16 G

25

103

-0.61

3.30

0.91

203

0

3

3

0

10 X 3.5 Z 16 G

25

88

-0.56

2.83

0.80

195

0

2

2

0

                     

10 X 3.5 Z 16 G

28

81

-0.78

2.92

0.81

224

0

3

3

0

10 X 3.5 Z 16 G

28

71

-0.71

2.54

0.72

217

0

2

2

0

                     

10 X 3.5 Z 16 G

30

71

-0.90

2.72

0.76

239

0

3

3

0

10 X 3.5 Z 16 G

30

62

-0.83

2.38

0.68

231

0

2

2

0

                     

10 X 3.5 Z 16 G

32

62

-1.03

2.54

0.71

253

0

3

3

0

10 X 3.5 Z 16 G

32

55

-0.95

2.23

0.64

246

0

2

2

0

                     

10 X 3.5 Z 16 G

35

51

-1.23

2.30

0.65

275

0

3

3

0

10 X 3.5 Z 16 G

35

46

-1.15

2.04

0.58

267

0

2

2

0

                     

10 X 3.5 Z 16 G

37

45

-1.37

2.15

0.61

289

0

3

3

0

10 X 3.5 Z 16 G

37

41

-1.30

1.93

0.56

282

0

2

2

0

                     

10 X 3.5 Z 16 G

40

39

-1.61

1.97

0.56

310

0

3

3

0

10 X 3.5 Z 16 G

40

35

-1.53

1.78

0.51

303

0

2

2

0

III-J-14

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

 

 

10 X 3.0 Z 12 G

20

467

-0.69

12.08

3.29

280

0

3

3

0

10 X 3.0 Z 12 G

20

416

-0.65

10.67

2.98

268

0

2

2

0

                     

10 X 3.0 Z 12 G

22

392

-0.86

11.13

3.05

304

0

3

3

0

10 X 3.0 Z 12 G

22

333

-0.77

9.39

2.64

292

0

2

2

0

                     

10 X 3.0 Z 12 G

24

333

-1.05

10.31

2.84

328

0

3

3

0

10 X 3.0 Z 12 G

24

272

-0.90

8.35

2.36

316

0

2

2

0

                     

10 X 3.0 Z 12 G

25

301

-1.12

9.68

2.68

340

0

3

3

0

10 X 3.0 Z 12 G

25

248

-0.97

7.91

2.24

328

0

2

2

0

                     

10 X 3.0 Z 12 G

28

227

-1.35

8.16

2.27

377

0

3

3

0

10 X 3.0 Z 12 G

28

190

-1.19

6.79

1.93

365

0

2

2

0

                     

10 X 3.0 Z 12 G

30

191

-1.51

7.34

2.05

401

0

3

3

0

10 X 3.0 Z 12 G

30

163

-1.36

6.24

1.78

389

0

2

2

0

                     

10 X 3.0 Z 12 G

32

164

-1.69

6.70

1.88

425

0

3

3

0

10 X 3.0 Z 12 G

32

141

-1.53

5.76

1.65

413

0

2

2

0

                     

10 X 3.0 Z 12 G

35

131

-1.97

5.88

1.66

461

0

3

3

0

10 X 3.0 Z 12 G

35

116

-1.81

5.14

1.47

449

0

2

2

0

                     

10 X 3.0 Z 12 G

37

115

-2.17

5.45

1.54

485

0

3

3

0

10 X 3.0 Z 12 G

37

102

-2.00

4.77

1.37

473

0

2

2

0

                     

10 X 3.0 Z 12 G

40

96

-2.49

4.88

1.38

522

0

3

3

0

10 X 3.0 Z 12 G

40

85

-2.32

4.34

1.25

510

0

2

2

0

III-J-15

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

 

 

10 X 3.0 Z 13 G

20

333

-0.61

8.63

2.35

227

0

3

3

0

10 X 3.0 Z 13 G

20

285

-0.55

7.32

2.04

217

0

2

2

0

                     

10 X 3.0 Z 13 G

22

281

-0.76

7.98

2.19

246

0

3

3

0

10 X 3.0 Z 13 G

22

231

-0.66

6.52

1.83

236

0

2

2

0

                     

10 X 3.0 Z 13 G

24

232

-0.90

7.19

1.98

266

0

3

3

0

10 X 3.0 Z 13 G

24

191

-0.78

5.88

1.66

256

0

2

2

0

                     

10 X 3.0 Z 13 G

25

211

-0.97

6.78

1.87

276

0

3

3

0

10 X 3.0 Z 13 G

25

175

-0.84

5.59

1.58

266

0

2

2

0

                     

10 X 3.0 Z 13 G

28

160

-1.18

5.77

1.61

305

0

3

3

0

10 X 3.0 Z 13 G

28

136

-1.05

4.87

1.38

295

0

2

2

0

                     

10 X 3.0 Z 13 G

30

136

-1.33

5.25

1.47

324

0

3

3

0

10 X 3.0 Z 13 G

30

117

-1.20

4.48

1.28

315

0

2

2

0

                     

10 X 3.0 Z 13 G

32

117

-1.49

4.80

1.35

344

0

3

3

0

10 X 3.0 Z 13 G

32

102

-1.36

4.15

1.19

334

0

2

2

0

                     

10 X 3.0 Z 13 G

35

95

-1.75

4.25

1.20

373

0

3

3

0

10 X 3.0 Z 13 G

35

84

-1.62

3.73

1.07

364

0

2

2

0

                     

10 X 3.0 Z 13 G

37

84

-1.94

3.95

1.12

393

0

3

3

0

10 X 3.0 Z 13 G

37

74

-1.79

3.48

1.00

383

0

2

2

0

                     

10 X 3.0 Z 13 G

40

70

-2.23

3.57

1.01

422

0

3

3

0

10 X 3.0 Z 13 G

40

63

-2.09

3.19

0.92

413

0

2

2

0

III-J-16

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

 

 

10 X 3.0 Z 14 G

20

238

-0.53

6.17

1.68

187

0

3

3

0

10 X 3.0 Z 14 G

20

195

-0.45

5.00

1.40

179

0

2

2

0

                     

10 X 3.0 Z 14 G

22

194

-0.64

5.52

1.51

203

0

3

3

0

10 X 3.0 Z 14 G

22

161

-0.56

4.55

1.28

195

0

2

2

0

                     

10 X 3.0 Z 14 G

24

161

-0.75

4.98

1.37

219

0

3

3

0

10 X 3.0 Z 14 G

24

135

-0.67

4.15

1.17

211

0

2

2

0

                     

10 X 3.0 Z 14 G

25

146

-0.81

4.71

1.30

227

0

3

3

0

10 X 3.0 Z 14 G

25

124

-0.73

3.97

1.12

219

0

2

2

0

                     

10 X 3.0 Z 14 G

28

114

-1.01

4.12

1.15

251

0

3

3

0

10 X 3.0 Z 14 G

28

99

-0.92

3.52

1.00

243

0

2

2

0

                     

10 X 3.0 Z 14 G

30

98

-1.16

3.78

1.06

267

0

3

3

0

10 X 3.0 Z 14 G

30

85

-1.05

3.26

0.93

259

0

2

2

0

                     

10 X 3.0 Z 14 G

32

85

-1.31

3.48

0.98

283

0

3

3

0

10 X 3.0 Z 14 G

32

75

-1.20

3.04

0.87

275

0

2

2

0

                     

10 X 3.0 Z 14 G

35

70

-1.55

3.12

0.88

308

0

3

3

0

10 X 3.0 Z 14 G

35

62

-1.44

2.75

0.79

299

0

2

2

0

                     

10 X 3.0 Z 14 G

37

62

-1.73

2.91

0.82

324

0

3

3

0

10 X 3.0 Z 14 G

37

55

-1.61

2.58

0.74

316

0

2

2

0

                     

10 X 3.0 Z 14 G

40

52

-2.01

2.64

0.75

348

0

3

3

0

10 X 3.0 Z 14 G

40

47

-1.88

2.37

0.68

340

0

2

2

0

III-J-17

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

 

 

10 X 3.0 Z 15 G

20

200

-0.48

5.18

1.41

173

0

3

3

0

10 X 3.0 Z 15 G

20

166

-0.41

4.26

1.19

166

0

2

2

0

                     

10 X 3.0 Z 15 G

22

165

-0.58

4.68

1.28

188

0

3

3

0

10 X 3.0 Z 15 G

22

138

-0.51

3.89

1.09

181

0

2

2

0

                     

10 X 3.0 Z 15 G

24

137

-0.69

4.25

1.17

203

0

3

3

0

10 X 3.0 Z 15 G

24

116

-0.62

3.57

1.01

196

0

2

2

0

                     

10 X 3.0 Z 15 G

25

126

-0.75

4.05

1.12

211

0

3

3

0

10 X 3.0 Z 15 G

25

107

-0.67

3.42

0.97

203

0

2

2

0

                     

10 X 3.0 Z 15 G

28

99

-0.94

3.56

0.99

233

0

3

3

0

10 X 3.0 Z 15 G

28

86

-0.86

3.05

0.87

226

0

2

2

0

                     

10 X 3.0 Z 15 G

30

85

-1.08

3.28

0.92

248

0

3

3

0

10 X 3.0 Z 15 G

30

74

-0.99

2.84

0.81

241

0

2

2

0

                     

10 X 3.0 Z 15 G

32

74

-1.23

3.03

0.85

263

0

3

3

0

10 X 3.0 Z 15 G

32

65

-1.13

2.65

0.76

256

0

2

2

0

                     

10 X 3.0 Z 15 G

35

61

-1.46

2.73

0.77

286

0

3

3

0

10 X 3.0 Z 15 G

35

54

-1.36

2.41

0.69

278

0

2

2

0

                     

10 X 3.0 Z 15 G

37

54

-1.63

2.55

0.72

301

0

3

3

0

10 X 3.0 Z 15 G

37

48

-1.52

2.27

0.65

293

0

2

2

0

                     

10 X 3.0 Z 15 G

40

46

-1.90

2.33

0.66

323

0

3

3

0

10 X 3.0 Z 15 G

40

41

-1.79

2.09

0.60

316

0

2

2

0

III-J-18

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

 

 

10 X 3.0 Z 16 G

20

158

-0.41

4.09

1.12

157

0

3

3

0

10 X 3.0 Z 16 G

20

133

-0.37

3.41

0.95

150

0

2

2

0

                     

10 X 3.0 Z 16 G

22

132

-0.51

3.74

1.03

171

0

3

3

0

10 X 3.0 Z 16 G

22

112

-0.46

3.15

0.88

164

0

2

2

0

                     

10 X 3.0 Z 16 G

24

111

-0.62

3.43

0.95

184

0

3

3

0

10 X 3.0 Z 16 G

24

95

-0.56

2.92

0.82

178

0

2

2

0

                     

10 X 3.0 Z 16 G

25

102

-0.67

3.29

0.91

191

0

3

3

0

10 X 3.0 Z 16 G

25

88

-0.61

2.81

0.79

184

0

2

2

0

                     

10 X 3.0 Z 16 G

28

81

-0.85

2.92

0.81

212

0

3

3

0

10 X 3.0 Z 16 G

28

71

-0.78

2.53

0.72

205

0

2

2

0

                     

10 X 3.0 Z 16 G

30

70

-0.98

2.71

0.76

225

0

3

3

0

10 X 3.0 Z 16 G

30

62

-0.91

2.36

0.67

218

0

2

2

0

                     

10 X 3.0 Z 16 G

32

61

-1.12

2.52

0.71

239

0

3

3

0

10 X 3.0 Z 16 G

32

54

-1.04

2.22

0.63

232

0

2

2

0

                     

10 X 3.0 Z 16 G

35

51

-1.34

2.27

0.64

259

0

3

3

0

10 X 3.0 Z 16 G

35

45

-1.25

2.02

0.58

252

0

2

2

0

                     

10 X 3.0 Z 16 G

37

45

-1.51

2.14

0.61

273

0

3

3

0

10 X 3.0 Z 16 G

37

41

-1.42

1.92

0.55

266

0

2

2

0

                     

10 X 3.0 Z 16 G

40

38

-1.76

1.96

0.56

293

0

3

3

0

10 X 3.0 Z 16 G

40

35

-1.66

1.77

0.51

286

0

2

2

0

III-J-19

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

 

 

10 X 2.5 Z 12 G

20

425

-0.70

11.01

3.00

263

0

3

3

0

10 X 2.5 Z 12 G

20

382

-0.66

9.79

2.73

252

0

2

2

0

                     

10 X 2.5 Z 12 G

22

356

-0.87

10.12

2.78

286

0

3

3

0

10 X 2.5 Z 12 G

22

306

-0.79

8.62

2.42

275

0

2

2

0

                     

10 X 2.5 Z 12 G

24

303

-1.06

9.36

2.58

309

0

3

3

0

10 X 2.5 Z 12 G

24

249

-0.92

7.65

2.16

298

0

2

2

0

                     

10 X 2.5 Z 12 G

25

277

-1.15

8.91

2.46

320

0

3

3

0

10 X 2.5 Z 12 G

25

226

-0.99

7.24

2.04

309

0

2

2

0

                     

10 X 2.5 Z 12 G

28

207

-1.37

7.46

2.08

354

0

3

3

0

10 X 2.5 Z 12 G

28

174

-1.21

6.20

1.76

343

0

2

2

0

                     

10 X 2.5 Z 12 G

30

174

-1.53

6.70

1.87

377

0

3

3

0

10 X 2.5 Z 12 G

30

149

-1.37

5.68

1.62

366

0

2

2

0

                     

10 X 2.5 Z 12 G

32

149

-1.71

6.10

1.71

400

0

3

3

0

10 X 2.5 Z 12 G

32

128

-1.54

5.22

1.49

389

0

2

2

0

                     

10 X 2.5 Z 12 G

35

119

-1.98

5.34

1.50

434

0

3

3

0

10 X 2.5 Z 12 G

35

105

-1.82

4.65

1.33

423

0

2

2

0

                     

10 X 2.5 Z 12 G

37

104

-2.18

4.93

1.39

457

0

3

3

0

10 X 2.5 Z 12 G

37

92

-2.01

4.32

1.24

445

0

2

2

0

                     

10 X 2.5 Z 12 G

40

86

-2.49

4.41

1.25

491

0

3

3

0

10 X 2.5 Z 12 G

40

78

-2.33

3.93

1.13

480

0

2

2

0

III-J-20

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

 

 

10 X 2.5 Z 13 G

20

332

-0.67

8.61

2.35

213

0

3

3

0

10 X 2.5 Z 13 G

20

285

-0.61

7.31

2.04

204

0

2

2

0

                     

10 X 2.5 Z 13 G

22

280

-0.84

7.96

2.18

232

0

3

3

0

10 X 2.5 Z 13 G

22

231

-0.73

6.50

1.82

222

0

2

2

0

                     

10 X 2.5 Z 13 G

24

232

-1.00

7.17

1.98

250

0

3

3

0

10 X 2.5 Z 13 G

24

191

-0.86

5.86

1.65

241

0

2

2

0

                     

10 X 2.5 Z 13 G

25

210

-1.07

6.76

1.87

259

0

3

3

0

10 X 2.5 Z 13 G

25

174

-0.93

5.57

1.57

250

0

2

2

0

                     

10 X 2.5 Z 13 G

28

160

-1.30

5.75

1.60

287

0

3

3

0

10 X 2.5 Z 13 G

28

136

-1.16

4.86

1.38

278

0

2

2

0

                     

10 X 2.5 Z 13 G

30

136

-1.47

5.23

1.46

305

0

3

3

0

10 X 2.5 Z 13 G

30

117

-1.33

4.47

1.27

296

0

2

2

0

                     

10 X 2.5 Z 13 G

32

117

-1.65

4.79

1.34

324

0

3

3

0

10 X 2.5 Z 13 G

32

102

-1.51

4.14

1.18

315

0

2

2

0

                     

10 X 2.5 Z 13 G

35

95

-1.94

4.24

1.20

351

0

3

3

0

10 X 2.5 Z 13 G

35

84

-1.79

3.72

1.07

342

0

2

2

0

                     

10 X 2.5 Z 13 G

37

83

-2.14

3.94

1.11

370

0

3

3

0

10 X 2.5 Z 13 G

37

74

-1.99

3.47

1.00

361

0

2

2

0

                     

10 X 2.5 Z 13 G

40

70

-2.47

3.56

1.01

397

0

3

3

0

10 X 2.5 Z 13 G

40

63

-2.32

3.18

0.92

388

0

2

2

0

III-J-21

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

 

 

10 X 2.5 Z 14 G

20

239

-0.59

6.19

1.69

176

0

3

3

0

10 X 2.5 Z 14 G

20

196

-0.50

5.02

1.40

168

0

2

2

0

                     

10 X 2.5 Z 14 G

22

195

-0.71

5.54

1.52

191

0

3

3

0

10 X 2.5 Z 14 G

22

162

-0.62

4.57

1.28

183

0

2

2

0

                     

10 X 2.5 Z 14 G

24

162

-0.84

5.00

1.38

206

0

3

3

0

10 X 2.5 Z 14 G

24

136

-0.74

4.17

1.18

198

0

2

2

0

                     

10 X 2.5 Z 14 G

25

147

-0.90

4.72

1.31

214

0

3

3

0

10 X 2.5 Z 14 G

25

125

-0.81

3.99

1.13

206

0

2

2

0

                     

10 X 2.5 Z 14 G

28

115

-1.13

4.13

1.15

236

0

3

3

0

10 X 2.5 Z 14 G

28

99

-1.03

3.54

1.00

229

0

2

2

0

                     

10 X 2.5 Z 14 G

30

99

-1.29

3.80

1.06

251

0

3

3

0

10 X 2.5 Z 14 G

30

86

-1.18

3.28

0.93

244

0

2

2

0

                     

10 X 2.5 Z 14 G

32

85

-1.46

3.50

0.98

267

0

3

3

0

10 X 2.5 Z 14 G

32

75

-1.35

3.06

0.87

259

0

2

2

0

                     

10 X 2.5 Z 14 G

35

70

-1.74

3.14

0.88

289

0

3

3

0

10 X 2.5 Z 14 G

35

62

-1.61

2.76

0.79

282

0

2

2

0

                     

10 X 2.5 Z 14 G

37

62

-1.93

2.93

0.83

305

0

3

3

0

10 X 2.5 Z 14 G

37

55

-1.80

2.59

0.75

297

0

2

2

0

                     

10 X 2.5 Z 14 G

40

52

-2.24

2.66

0.75

327

0

3

3

0

10 X 2.5 Z 14 G

40

47

-2.10

2.38

0.69

320

0

2

2

0

III-J-22

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

 

 

10 X 2.5 Z 15 G

20

200

-0.53

5.17

1.41

163

0

3

3

0

10 X 2.5 Z 15 G

20

165

-0.46

4.24

1.18

156

0

2

2

0

                     

10 X 2.5 Z 15 G

22

164

-0.64

4.67

1.28

177

0

3

3

0

10 X 2.5 Z 15 G

22

138

-0.57

3.88

1.09

170

0

2

2

0

                     

10 X 2.5 Z 15 G

24

137

-0.77

4.23

1.17

191

0

3

3

0

10 X 2.5 Z 15 G

24

116

-0.68

3.55

1.00

184

0

2

2

0

                     

10 X 2.5 Z 15 G

25

125

-0.83

4.04

1.12

198

0

3

3

0

10 X 2.5 Z 15 G

25

107

-0.74

3.40

0.96

191

0

2

2

0

                     

10 X 2.5 Z 15 G

28

98

-1.04

3.54

0.99

219

0

3

3

0

10 X 2.5 Z 15 G

28

85

-0.95

3.04

0.86

212

0

2

2

0

                     

10 X 2.5 Z 15 G

30

85

-1.19

3.26

0.91

233

0

3

3

0

10 X 2.5 Z 15 G

30

74

-1.09

2.83

0.81

226

0

2

2

0

                     

10 X 2.5 Z 15 G

32

74

-1.36

3.02

0.85

248

0

3

3

0

10 X 2.5 Z 15 G

32

65

-1.25

2.64

0.75

241

0

2

2

0

                     

10 X 2.5 Z 15 G

35

61

-1.62

2.71

0.77

269

0

3

3

0

10 X 2.5 Z 15 G

35

54

-1.50

2.40

0.69

262

0

2

2

0

                     

10 X 2.5 Z 15 G

37

54

-1.80

2.54

0.72

283

0

3

3

0

10 X 2.5 Z 15 G

37

48

-1.68

2.26

0.65

276

0

2

2

0

                     

10 X 2.5 Z 15 G

40

45

-2.10

2.31

0.66

304

0

3

3

0

10 X 2.5 Z 15 G

40

41

-1.97

2.08

0.60

297

0

2

2

0

III-J-23

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

 

 

10 X 2.5 Z 16 G

20

157

-0.46

4.07

1.11

148

0

3

3

0

10 X 2.5 Z 16 G

20

132

-0.40

3.39

0.95

142

0

2

2

0

                     

10 X 2.5 Z 16 G

22

131

-0.56

3.71

1.02

161

0

3

3

0

10 X 2.5 Z 16 G

22

111

-0.50

3.12

0.88

154

0

2

2

0

                     

10 X 2.5 Z 16 G

24

110

-0.68

3.40

0.94

174

0

3

3

0

10 X 2.5 Z 16 G

24

94

-0.61

2.88

0.81

167

0

2

2

0

                     

10 X 2.5 Z 16 G

25

101

-0.74

3.25

0.90

180

0

3

3

0

10 X 2.5 Z 16 G

25

87

-0.67

2.78

0.79

174

0

2

2

0

                     

10 X 2.5 Z 16 G

28

80

-0.93

2.88

0.80

199

0

3

3

0

10 X 2.5 Z 16 G

28

70

-0.86

2.50

0.71

193

0

2

2

0

                     

10 X 2.5 Z 16 G

30

69

-1.08

2.67

0.75

212

0

3

3

0

10 X 2.5 Z 16 G

30

61

-0.99

2.33

0.67

206

0

2

2

0

                     

10 X 2.5 Z 16 G

32

61

-1.23

2.49

0.70

225

0

3

3

0

10 X 2.5 Z 16 G

32

54

-1.14

2.19

0.63

218

0

2

2

0

                     

10 X 2.5 Z 16 G

35

50

-1.47

2.24

0.63

244

0

3

3

0

10 X 2.5 Z 16 G

35

45

-1.38

2.00

0.57

238

0

2

2

0

                     

10 X 2.5 Z 16 G

37

45

-1.65

2.11

0.60

257

0

3

3

0

10 X 2.5 Z 16 G

37

40

-1.55

1.89

0.54

250

0

2

2

0

                     

10 X 2.5 Z 16 G

40

38

-1.92

1.93

0.55

276

0

3

3

0

10 X 2.5 Z 16 G

40

34

-1.82

1.74

0.50

269

0

2

2

0

III-J-24

15 October 1998