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

 

 

8 X 3.5 Z 12 G

20

340

-0.77

8.80

2.40

263

0

3

3

0

8 X 3.5 Z 12 G

20

316

-0.76

8.12

2.27

252

0

2

2

0

                     

8 X 3.5 Z 12 G

22

284

-0.96

8.07

2.21

286

0

3

3

0

8 X 3.5 Z 12 G

22

250

-0.88

7.04

1.98

275

0

2

2

0

                     

8 X 3.5 Z 12 G

24

240

-1.16

7.43

2.05

309

0

3

3

0

8 X 3.5 Z 12 G

24

202

-1.03

6.21

1.75

298

0

2

2

0

                     

8 X 3.5 Z 12 G

25

223

-1.27

7.16

1.98

320

0

3

3

0

8 X 3.5 Z 12 G

25

182

-1.10

5.83

1.65

309

0

2

2

0

                     

8 X 3.5 Z 12 G

28

167

-1.53

6.02

1.68

354

0

3

3

0

8 X 3.5 Z 12 G

28

139

-1.34

4.98

1.41

343

0

2

2

0

                     

8 X 3.5 Z 12 G

30

140

-1.70

5.38

1.50

377

0

3

3

0

8 X 3.5 Z 12 G

30

118

-1.51

4.52

1.29

366

0

2

2

0

                     

8 X 3.5 Z 12 G

32

118

-1.88

4.86

1.36

400

0

3

3

0

8 X 3.5 Z 12 G

32

103

-1.70

4.18

1.19

389

0

2

2

0

                     

8 X 3.5 Z 12 G

35

95

-2.18

4.25

1.20

434

0

3

3

0

8 X 3.5 Z 12 G

35

83

-1.99

3.70

1.06

423

0

2

2

0

                     

8 X 3.5 Z 12 G

37

83

-2.39

3.92

1.11

457

0

3

3

0

8 X 3.5 Z 12 G

37

73

-2.20

3.44

0.99

445

0

2

2

0

                     

8 X 3.5 Z 12 G

40

69

-2.74

3.51

1.00

491

0

3

3

0

8 X 3.5 Z 12 G

40

61

-2.55

3.12

0.90

480

0

2

2

0

III-J-30

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

 

 

8 X 3.5 Z 13 G

20

268

-0.75

6.95

1.89

213

0

3

3

0

8 X 3.5 Z 13 G

20

243

-0.71

6.24

1.74

204

0

2

2

0

                     

8 X 3.5 Z 13 G

22

225

-0.93

6.38

1.75

232

0

3

3

0

8 X 3.5 Z 13 G

22

194

-0.84

5.46

1.53

222

0

2

2

0

                     

8 X 3.5 Z 13 G

24

190

-1.12

5.87

1.62

250

0

3

3

0

8 X 3.5 Z 13 G

24

157

-0.98

4.81

1.36

241

0

2

2

0

                     

8 X 3.5 Z 13 G

25

174

-1.22

5.62

1.55

259

0

3

3

0

8 X 3.5 Z 13 G

25

143

-1.06

4.57

1.29

250

0

2

2

0

                     

8 X 3.5 Z 13 G

28

131

-1.47

4.72

1.31

287

0

3

3

0

8 X 3.5 Z 13 G

28

110

-1.30

3.94

1.12

278

0

2

2

0

                     

8 X 3.5 Z 13 G

30

110

-1.64

4.25

1.19

305

0

3

3

0

8 X 3.5 Z 13 G

30

94

-1.47

3.59

1.02

296

0

2

2

0

                     

8 X 3.5 Z 13 G

32

94

-1.83

3.85

1.08

324

0

3

3

0

8 X 3.5 Z 13 G

32

81

-1.65

3.30

0.94

315

0

2

2

0

                     

8 X 3.5 Z 13 G

35

75

-2.12

3.37

0.95

351

0

3

3

0

8 X 3.5 Z 13 G

35

66

-1.94

2.93

0.84

342

0

2

2

0

                     

8 X 3.5 Z 13 G

37

66

-2.33

3.11

0.88

370

0

3

3

0

8 X 3.5 Z 13 G

37

58

-2.15

2.73

0.78

361

0

2

2

0

                     

8 X 3.5 Z 13 G

40

54

-2.66

2.78

0.79

397

0

3

3

0

8 X 3.5 Z 13 G

40

49

-2.51

2.50

0.72

388

0

2

2

0

III-J-31

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

 

 

8 X 3.5 Z 14 G

20

209

-0.70

5.41

1.48

176

0

3

3

0

8 X 3.5 Z 14 G

20

182

-0.65

4.67

1.30

168

0

2

2

0

                     

8 X 3.5 Z 14 G

22

176

-0.88

4.99

1.37

191

0

3

3

0

8 X 3.5 Z 14 G

22

147

-0.77

4.14

1.16

183

0

2

2

0

                     

8 X 3.5 Z 14 G

24

148

-1.06

4.56

1.26

206

0

3

3

0

8 X 3.5 Z 14 G

24

121

-0.91

3.71

1.05

198

0

2

2

0

                     

8 X 3.5 Z 14 G

25

133

-1.13

4.29

1.19

214

0

3

3

0

8 X 3.5 Z 14 G

25

110

-0.98

3.52

0.99

206

0

2

2

0

                     

8 X 3.5 Z 14 G

28

101

-1.37

3.64

1.01

236

0

3

3

0

8 X 3.5 Z 14 G

28

86

-1.22

3.06

0.87

229

0

2

2

0

                     

8 X 3.5 Z 14 G

30

86

-1.54

3.29

0.92

251

0

3

3

0

8 X 3.5 Z 14 G

30

73

-1.39

2.80

0.80

244

0

2

2

0

                     

8 X 3.5 Z 14 G

32

73

-1.72

3.01

0.84

267

0

3

3

0

8 X 3.5 Z 14 G

32

63

-1.56

2.58

0.74

259

0

2

2

0

                     

8 X 3.5 Z 14 G

35

59

-2.02

2.65

0.75

289

0

3

3

0

8 X 3.5 Z 14 G

35

52

-1.86

2.32

0.67

282

0

2

2

0

                     

8 X 3.5 Z 14 G

37

52

-2.23

2.46

0.70

305

0

3

3

0

8 X 3.5 Z 14 G

37

46

-2.06

2.17

0.62

297

0

2

2

0

                     

8 X 3.5 Z 14 G

40

43

-2.57

2.22

0.63

327

0

3

3

0

8 X 3.5 Z 14 G

40

39

-2.39

1.97

0.57

320

0

2

2

0

III-J-32

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

 

 

8 X 3.5 Z 15 G

20

185

-0.67

4.80

1.31

163

0

3

3

0

8 X 3.5 Z 15 G

20

159

-0.61

4.08

1.14

156

0

2

2

0

                     

8 X 3.5 Z 15 G

22

156

-0.84

4.44

1.22

177

0

3

3

0

8 X 3.5 Z 15 G

22

129

-0.73

3.63

1.02

170

0

2

2

0

                     

8 X 3.5 Z 15 G

24

129

-1.00

4.00

1.10

191

0

3

3

0

8 X 3.5 Z 15 G

24

106

-0.86

3.25

0.92

184

0

2

2

0

                     

8 X 3.5 Z 15 G

25

117

-1.07

3.76

1.04

198

0

3

3

0

8 X 3.5 Z 15 G

25

97

-0.93

3.11

0.88

191

0

2

2

0

                     

8 X 3.5 Z 15 G

28

89

-1.30

3.21

0.89

219

0

3

3

0

8 X 3.5 Z 15 G

28

76

-1.16

2.70

0.77

212

0

2

2

0

                     

8 X 3.5 Z 15 G

30

76

-1.47

2.91

0.81

233

0

3

3

0

8 X 3.5 Z 15 G

30

65

-1.32

2.49

0.71

226

0

2

2

0

                     

8 X 3.5 Z 15 G

32

65

-1.65

2.67

0.75

248

0

3

3

0

8 X 3.5 Z 15 G

32

57

-1.50

2.30

0.66

241

0

2

2

0

                     

8 X 3.5 Z 15 G

35

53

-1.93

2.35

0.66

269

0

3

3

0

8 X 3.5 Z 15 G

35

46

-1.78

2.07

0.59

262

0

2

2

0

                     

8 X 3.5 Z 15 G

37

46

-2.13

2.19

0.62

283

0

3

3

0

8 X 3.5 Z 15 G

37

41

-1.98

1.94

0.56

276

0

2

2

0

                     

8 X 3.5 Z 15 G

40

39

-2.46

1.97

0.56

304

0

3

3

0

8 X 3.5 Z 15 G

40

35

-2.31

1.77

0.51

297

0

2

2

0

III-J-33

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

 

 

8 X 3.5 Z 16 G

20

156

-0.62

4.04

1.10

148

0

3

3

0

8 X 3.5 Z 16 G

20

131

-0.55

3.37

0.94

142

0

2

2

0

                     

8 X 3.5 Z 16 G

22

131

-0.77

3.71

1.02

161

0

3

3

0

8 X 3.5 Z 16 G

22

107

-0.66

3.01

0.84

154

0

2

2

0

                     

8 X 3.5 Z 16 G

24

107

-0.91

3.31

0.91

174

0

3

3

0

8 X 3.5 Z 16 G

24

89

-0.79

2.73

0.77

167

0

2

2

0

                     

8 X 3.5 Z 16 G

25

97

-0.98

3.14

0.87

180

0

3

3

0

8 X 3.5 Z 16 G

25

81

-0.86

2.60

0.74

174

0

2

2

0

                     

8 X 3.5 Z 16 G

28

75

-1.20

2.69

0.75

199

0

3

3

0

8 X 3.5 Z 16 G

28

64

-1.07

2.28

0.65

193

0

2

2

0

                     

8 X 3.5 Z 16 G

30

64

-1.36

2.45

0.69

212

0

3

3

0

8 X 3.5 Z 16 G

30

55

-1.23

2.10

0.60

206

0

2

2

0

                     

8 X 3.5 Z 16 G

32

55

-1.52

2.25

0.63

225

0

3

3

0

8 X 3.5 Z 16 G

32

48

-1.39

1.95

0.56

218

0

2

2

0

                     

8 X 3.5 Z 16 G

35

45

-1.80

2.00

0.56

244

0

3

3

0

8 X 3.5 Z 16 G

35

39

-1.66

1.76

0.50

238

0

2

2

0

                     

8 X 3.5 Z 16 G

37

39

-1.99

1.86

0.53

257

0

3

3

0

8 X 3.5 Z 16 G

37

35

-1.86

1.65

0.47

250

0

2

2

0

                     

8 X 3.5 Z 16 G

40

33

-2.30

1.68

0.48

276

0

3

3

0

8 X 3.5 Z 16 G

40

30

-2.16

1.51

0.43

269

0

2

2

0

III-J-34

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

 

 

8 X 3.0 Z 12 G

20

347

-0.87

8.99

2.45

247

0

3

3

0

8 X 3.0 Z 12 G

20

323

-0.86

8.30

2.32

236

0

2

2

0

                     

8 X 3.0 Z 12 G

22

291

-1.08

8.26

2.27

268

0

3

3

0

8 X 3.0 Z 12 G

22

255

-1.00

7.20

2.02

258

0

2

2

0

                     

8 X 3.0 Z 12 G

24

246

-1.31

7.60

2.10

290

0

3

3

0

8 X 3.0 Z 12 G

24

207

-1.16

6.35

1.79

279

0

2

2

0

                     

8 X 3.0 Z 12 G

25

228

-1.44

7.33

2.03

300

0

3

3

0

8 X 3.0 Z 12 G

25

186

-1.24

5.96

1.68

290

0

2

2

0

                     

8 X 3.0 Z 12 G

28

171

-1.73

6.15

1.71

332

0

3

3

0

8 X 3.0 Z 12 G

28

142

-1.51

5.09

1.45

322

0

2

2

0

                     

8 X 3.0 Z 12 G

30

143

-1.92

5.50

1.54

354

0

3

3

0

8 X 3.0 Z 12 G

30

121

-1.71

4.64

1.32

343

0

2

2

0

                     

8 X 3.0 Z 12 G

32

122

-2.13

4.98

1.40

375

0

3

3

0

8 X 3.0 Z 12 G

32

106

-1.94

4.30

1.23

364

0

2

2

0

                     

8 X 3.0 Z 12 G

35

97

-2.47

4.36

1.23

407

0

3

3

0

8 X 3.0 Z 12 G

35

85

-2.25

3.77

1.08

396

0

2

2

0

                     

8 X 3.0 Z 12 G

37

85

-2.72

4.02

1.14

428

0

3

3

0

8 X 3.0 Z 12 G

37

75

-2.51

3.53

1.02

417

0

2

2

0

                     

8 X 3.0 Z 12 G

40

70

-3.10

3.59

1.02

460

0

3

3

0

8 X 3.0 Z 12 G

40

63

-2.90

3.20

0.92

449

0

2

2

0

III-J-35

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

 

 

8 X 3.0 Z 13 G

20

255

-0.79

6.60

1.80

200

0

3

3

0

8 X 3.0 Z 13 G

20

232

-0.75

5.95

1.66

191

0

2

2

0

                     

8 X 3.0 Z 13 G

22

213

-0.98

6.06

1.66

217

0

3

3

0

8 X 3.0 Z 13 G

22

185

-0.89

5.20

1.46

208

0

2

2

0

                     

8 X 3.0 Z 13 G

24

180

-1.18

5.58

1.54

234

0

3

3

0

8 X 3.0 Z 13 G

24

149

-1.03

4.58

1.29

226

0

2

2

0

                     

8 X 3.0 Z 13 G

25

167

-1.30

5.38

1.49

243

0

3

3

0

8 X 3.0 Z 13 G

25

136

-1.11

4.36

1.23

234

0

2

2

0

                     

8 X 3.0 Z 13 G

28

124

-1.54

4.47

1.25

269

0

3

3

0

8 X 3.0 Z 13 G

28

105

-1.36

3.74

1.06

260

0

2

2

0

                     

8 X 3.0 Z 13 G

30

105

-1.73

4.04

1.13

286

0

3

3

0

8 X 3.0 Z 13 G

30

89

-1.54

3.40

0.97

278

0

2

2

0

                     

8 X 3.0 Z 13 G

32

89

-1.92

3.66

1.03

303

0

3

3

0

8 X 3.0 Z 13 G

32

77

-1.73

3.13

0.89

295

0

2

2

0

                     

8 X 3.0 Z 13 G

35

71

-2.22

3.19

0.90

329

0

3

3

0

8 X 3.0 Z 13 G

35

63

-2.04

2.78

0.80

321

0

2

2

0

                     

8 X 3.0 Z 13 G

37

62

-2.45

2.95

0.83

347

0

3

3

0

8 X 3.0 Z 13 G

37

55

-2.25

2.58

0.74

338

0

2

2

0

                     

8 X 3.0 Z 13 G

40

52

-2.79

2.63

0.75

373

0

3

3

0

8 X 3.0 Z 13 G

40

47

-2.64

2.37

0.68

364

0

2

2

0

III-J-36

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

 

 

8 X 3.0 Z 14 G

20

203

-0.76

5.25

1.43

165

0

3

3

0

8 X 3.0 Z 14 G

20

176

-0.69

4.53

1.26

157

0

2

2

0

                     

8 X 3.0 Z 14 G

22

170

-0.94

4.84

1.33

179

0

3

3

0

8 X 3.0 Z 14 G

22

143

-0.83

4.03

1.13

172

0

2

2

0

                     

8 X 3.0 Z 14 G

24

144

-1.14

4.44

1.23

193

0

3

3

0

8 X 3.0 Z 14 G

24

117

-0.98

3.60

1.01

186

0

2

2

0

                     

8 X 3.0 Z 14 G

25

130

-1.22

4.17

1.15

200

0

3

3

0

8 X 3.0 Z 14 G

25

107

-1.05

3.41

0.96

193

0

2

2

0

                     

8 X 3.0 Z 14 G

28

98

-1.47

3.53

0.98

221

0

3

3

0

8 X 3.0 Z 14 G

28

83

-1.30

2.95

0.84

214

0

2

2

0

                     

8 X 3.0 Z 14 G

30

83

-1.65

3.19

0.89

236

0

3

3

0

8 X 3.0 Z 14 G

30

71

-1.49

2.72

0.78

229

0

2

2

0

                     

8 X 3.0 Z 14 G

32

71

-1.85

2.91

0.82

250

0

3

3

0

8 X 3.0 Z 14 G

32

61

-1.68

2.50

0.72

243

0

2

2

0

                     

8 X 3.0 Z 14 G

35

57

-2.17

2.57

0.73

271

0

3

3

0

8 X 3.0 Z 14 G

35

50

-1.99

2.24

0.64

264

0

2

2

0

                     

8 X 3.0 Z 14 G

37

50

-2.39

2.38

0.67

285

0

3

3

0

8 X 3.0 Z 14 G

37

45

-2.22

2.10

0.60

278

0

2

2

0

                     

8 X 3.0 Z 14 G

40

42

-2.74

2.14

0.61

307

0

3

3

0

8 X 3.0 Z 14 G

40

38

-2.57

1.91

0.55

300

0

2

2

0

III-J-37

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

 

 

8 X 3.0 Z 15 G

20

184

-0.74

4.75

1.30

153

0

3

3

0

8 X 3.0 Z 15 G

20

158

-0.67

4.05

1.13

146

0

2

2

0

                     

8 X 3.0 Z 15 G

22

155

-0.92

4.40

1.21

166

0

3

3

0

8 X 3.0 Z 15 G

22

128

-0.80

3.61

1.01

159

0

2

2

0

                     

8 X 3.0 Z 15 G

24

128

-1.09

3.97

1.09

179

0

3

3

0

8 X 3.0 Z 15 G

24

105

-0.94

3.22

0.91

173

0

2

2

0

                     

8 X 3.0 Z 15 G

25

116

-1.17

3.74

1.03

186

0

3

3

0

8 X 3.0 Z 15 G

25

96

-1.02

3.08

0.87

179

0

2

2

0

                     

8 X 3.0 Z 15 G

28

89

-1.43

3.18

0.89

206

0

3

3

0

8 X 3.0 Z 15 G

28

75

-1.27

2.68

0.76

199

0

2

2

0

                     

8 X 3.0 Z 15 G

30

75

-1.61

2.89

0.81

219

0

3

3

0

8 X 3.0 Z 15 G

30

65

-1.45

2.47

0.70

212

0

2

2

0

                     

8 X 3.0 Z 15 G

32

64

-1.80

2.64

0.74

232

0

3

3

0

8 X 3.0 Z 15 G

32

56

-1.64

2.28

0.65

225

0

2

2

0

                     

8 X 3.0 Z 15 G

35

52

-2.11

2.33

0.66

252

0

3

3

0

8 X 3.0 Z 15 G

35

46

-1.95

2.05

0.59

245

0

2

2

0

                     

8 X 3.0 Z 15 G

37

46

-2.34

2.17

0.61

265

0

3

3

0

8 X 3.0 Z 15 G

37

41

-2.17

1.92

0.55

258

0

2

2

0

                     

8 X 3.0 Z 15 G

40

38

-2.70

1.96

0.56

285

0

3

3

0

8 X 3.0 Z 15 G

40

34

-2.53

1.75

0.50

278

0

2

2

0

III-J-38

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

 

 

8 X 3.0 Z 16 G

20

155

-0.68

4.02

1.09

139

0

3

3

0

8 X 3.0 Z 16 G

20

130

-0.61

3.35

0.94

133

0

2

2

0

                     

8 X 3.0 Z 16 G

22

130

-0.85

3.69

1.01

151

0

3

3

0

8 X 3.0 Z 16 G

22

106

-0.73

2.99

0.84

145

0

2

2

0

                     

8 X 3.0 Z 16 G

24

106

-1.00

3.29

0.91

163

0

3

3

0

8 X 3.0 Z 16 G

24

88

-0.87

2.71

0.77

157

0

2

2

0

                     

8 X 3.0 Z 16 G

25

97

-1.08

3.12

0.86

169

0

3

3

0

8 X 3.0 Z 16 G

25

81

-0.95

2.59

0.73

163

0

2

2

0

                     

8 X 3.0 Z 16 G

28

74

-1.32

2.68

0.75

187

0

3

3

0

8 X 3.0 Z 16 G

28

63

-1.18

2.26

0.64

181

0

2

2

0

                     

8 X 3.0 Z 16 G

30

63

-1.49

2.44

0.68

199

0

3

3

0

8 X 3.0 Z 16 G

30

55

-1.35

2.09

0.59

193

0

2

2

0

                     

8 X 3.0 Z 16 G

32

54

-1.68

2.23

0.63

211

0

3

3

0

8 X 3.0 Z 16 G

32

48

-1.54

1.94

0.55

205

0

2

2

0

                     

8 X 3.0 Z 16 G

35

44

-1.98

1.99

0.56

229

0

3

3

0

8 X 3.0 Z 16 G

35

39

-1.83

1.75

0.50

223

0

2

2

0

                     

8 X 3.0 Z 16 G

37

39

-2.19

1.85

0.52

241

0

3

3

0

8 X 3.0 Z 16 G

37

35

-2.04

1.64

0.47

235

0

2

2

0

                     

8 X 3.0 Z 16 G

40

33

-2.53

1.67

0.47

259

0

3

3

0

8 X 3.0 Z 16 G

40

29

-2.38

1.50

0.43

253

0

2

2

0

III-J-39

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

 

 

8 X 2.5 Z 12 G

20

312

-0.88

8.08

2.20

230

0

3

3

0

8 X 2.5 Z 12 G

20

291

-0.86

7.47

2.09

220

0

2

2

0

                     

8 X 2.5 Z 12 G

22

260

-1.08

7.38

2.02

250

0

3

3

0

8 X 2.5 Z 12 G

22

230

-1.01

6.47

1.82

240

0

2

2

0

                     

8 X 2.5 Z 12 G

24

221

-1.32

6.83

1.88

270

0

3

3

0

8 X 2.5 Z 12 G

24

185

-1.16

5.67

1.60

260

0

2

2

0

                     

8 X 2.5 Z 12 G

25

204

-1.45

6.58

1.82

280

0

3

3

0

8 X 2.5 Z 12 G

25

168

-1.25

5.36

1.51

270

0

2

2

0

                     

8 X 2.5 Z 12 G

28

153

-1.73

5.50

1.53

310

0

3

3

0

8 X 2.5 Z 12 G

28

128

-1.52

4.56

1.30

300

0

2

2

0

                     

8 X 2.5 Z 12 G

30

128

-1.93

4.93

1.38

330

0

3

3

0

8 X 2.5 Z 12 G

30

110

-1.73

4.19

1.19

320

0

2

2

0

                     

8 X 2.5 Z 12 G

32

110

-2.15

4.49

1.26

350

0

3

3

0

8 X 2.5 Z 12 G

32

93

-1.92

3.80

1.09

340

0

2

2

0

                     

8 X 2.5 Z 12 G

35

87

-2.48

3.90

1.10

380

0

3

3

0

8 X 2.5 Z 12 G

35

76

-2.27

3.40

0.98

370

0

2

2

0

                     

8 X 2.5 Z 12 G

37

76

-2.73

3.61

1.02

400

0

3

3

0

8 X 2.5 Z 12 G

37

67

-2.51

3.16

0.91

390

0

2

2

0

                     

8 X 2.5 Z 12 G

40

63

-3.12

3.23

0.92

429

0

3

3

0

8 X 2.5 Z 12 G

40

57

-2.91

2.87

0.83

419

0

2

2

0

III-J-40

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

 

 

8 X 2.5 Z 13 G

20

254

-0.88

6.56

1.79

186

0

3

3

0

8 X 2.5 Z 13 G

20

231

-0.84

5.92

1.65

178

0

2

2

0

                     

8 X 2.5 Z 13 G

22

212

-1.09

6.03

1.65

203

0

3

3

0

8 X 2.5 Z 13 G

22

184

-0.99

5.18

1.45

195

0

2

2

0

                     

8 X 2.5 Z 13 G

24

179

-1.32

5.55

1.53

219

0

3

3

0

8 X 2.5 Z 13 G

24

149

-1.15

4.56

1.29

211

0

2

2

0

                     

8 X 2.5 Z 13 G

25

166

-1.45

5.35

1.48

227

0

3

3

0

8 X 2.5 Z 13 G

25

136

-1.24

4.33

1.22

219

0

2

2

0

                     

8 X 2.5 Z 13 G

28

124

-1.72

4.45

1.24

251

0

3

3

0

8 X 2.5 Z 13 G

28

104

-1.52

3.72

1.06

243

0

2

2

0

                     

8 X 2.5 Z 13 G

30

104

-1.93

4.02

1.12

267

0

3

3

0

8 X 2.5 Z 13 G

30

89

-1.72

3.38

0.96

259

0

2

2

0

                     

8 X 2.5 Z 13 G

32

89

-2.14

3.64

1.02

283

0

3

3

0

8 X 2.5 Z 13 G

32

76

-1.93

3.11

0.89

275

0

2

2

0

                     

8 X 2.5 Z 13 G

35

71

-2.48

3.17

0.89

307

0

3

3

0

8 X 2.5 Z 13 G

35

62

-2.27

2.77

0.79

299

0

2

2

0

                     

8 X 2.5 Z 13 G

37

62

-2.72

2.92

0.83

323

0

3

3

0

8 X 2.5 Z 13 G

37

55

-2.51

2.57

0.74

315

0

2

2

0

                     

8 X 2.5 Z 13 G

40

51

-3.11

2.62

0.74

348

0

3

3

0

8 X 2.5 Z 13 G

40

47

-2.95

2.37

0.68

340

0

2

2

0

III-J-41

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

 

 

8 X 2.5 Z 14 G

20

196

-0.82

5.08

1.39

154

0

3

3

0

8 X 2.5 Z 14 G

20

172

-0.76

4.41

1.23

147

0

2

2

0

                     

8 X 2.5 Z 14 G

22

165

-1.02

4.68

1.28

167

0

3

3

0

8 X 2.5 Z 14 G

22

139

-0.90

3.91

1.10

160

0

2

2

0

                     

8 X 2.5 Z 14 G

24

139

-1.24

4.31

1.19

180

0

3

3

0

8 X 2.5 Z 14 G

24

114

-1.06

3.49

0.98

173

0

2

2

0

                     

8 X 2.5 Z 14 G

25

126

-1.32

4.04

1.12

187

0

3

3

0

8 X 2.5 Z 14 G

25

104

-1.15

3.31

0.94

180

0

2

2

0

                     

8 X 2.5 Z 14 G

28

95

-1.59

3.41

0.95

207

0

3

3

0

8 X 2.5 Z 14 G

28

80

-1.42

2.87

0.82

200

0

2

2

0

                     

8 X 2.5 Z 14 G

30

80

-1.80

3.09

0.86

220

0

3

3

0

8 X 2.5 Z 14 G

30

69

-1.61

2.63

0.75

213

0

2

2

0

                     

8 X 2.5 Z 14 G

32

69

-2.01

2.82

0.79

233

0

3

3

0

8 X 2.5 Z 14 G

32

60

-1.82

2.42

0.69

227

0

2

2

0

                     

8 X 2.5 Z 14 G

35

56

-2.35

2.49

0.70

253

0

3

3

0

8 X 2.5 Z 14 G

35

49

-2.16

2.18

0.62

246

0

2

2

0

                     

8 X 2.5 Z 14 G

37

49

-2.58

2.30

0.65

266

0

3

3

0

8 X 2.5 Z 14 G

37

43

-2.40

2.03

0.58

260

0

2

2

0

                     

8 X 2.5 Z 14 G

40

41

-2.97

2.07

0.59

286

0

3

3

0

8 X 2.5 Z 14 G

40

36

-2.78

1.84

0.53

280

0

2

2

0

III-J-42

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

 

 

8 X 2.5 Z 15 G

20

177

-0.80

4.58

1.25

143

0

3

3

0

8 X 2.5 Z 15 G

20

153

-0.72

3.93

1.10

136

0

2

2

0

                     

8 X 2.5 Z 15 G

22

149

-0.99

4.23

1.16

155

0

3

3

0

8 X 2.5 Z 15 G

22

124

-0.87

3.49

0.98

149

0

2

2

0

                     

8 X 2.5 Z 15 G

24

124

-1.19

3.85

1.06

167

0

3

3

0

8 X 2.5 Z 15 G

24

102

-1.02

3.13

0.88

161

0

2

2

0

                     

8 X 2.5 Z 15 G

25

112

-1.27

3.62

1.00

173

0

3

3

0

8 X 2.5 Z 15 G

25

93

-1.11

2.97

0.84

167

0

2

2

0

                     

8 X 2.5 Z 15 G

28

85

-1.54

3.06

0.85

192

0

3

3

0

8 X 2.5 Z 15 G

28

72

-1.37

2.58

0.73

186

0

2

2

0

                     

8 X 2.5 Z 15 G

30

72

-1.74

2.78

0.78

204

0

3

3

0

8 X 2.5 Z 15 G

30

62

-1.57

2.38

0.68

198

0

2

2

0

                     

8 X 2.5 Z 15 G

32

62

-1.95

2.55

0.71

217

0

3

3

0

8 X 2.5 Z 15 G

32

54

-1.77

2.20

0.63

210

0

2

2

0

                     

8 X 2.5 Z 15 G

35

50

-2.28

2.25

0.63

235

0

3

3

0

8 X 2.5 Z 15 G

35

44

-2.11

1.97

0.57

229

0

2

2

0

                     

8 X 2.5 Z 15 G

37

44

-2.52

2.09

0.59

247

0

3

3

0

8 X 2.5 Z 15 G

37

39

-2.34

1.84

0.53

241

0

2

2

0

                     

8 X 2.5 Z 15 G

40

37

-2.90

1.88

0.53

266

0

3

3

0

8 X 2.5 Z 15 G

40

33

-2.72

1.68

0.49

260

0

2

2

0

III-J-43

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

 

 

8 X 2.5 Z 16 G

20

153

-0.76

3.96

1.08

129

0

3

3

0

8 X 2.5 Z 16 G

20

129

-0.67

3.31

0.92

124

0

2

2

0

                     

8 X 2.5 Z 16 G

22

129

-0.94

3.65

1.00

141

0

3

3

0

8 X 2.5 Z 16 G

22

105

-0.81

2.95

0.83

135

0

2

2

0

                     

8 X 2.5 Z 16 G

24

105

-1.10

3.24

0.90

152

0

3

3

0

8 X 2.5 Z 16 G

24

87

-0.97

2.68

0.76

146

0

2

2

0

                     

8 X 2.5 Z 16 G

25

96

-1.19

3.08

0.85

157

0

3

3

0

8 X 2.5 Z 16 G

25

80

-1.05

2.56

0.72

152

0

2

2

0

                     

8 X 2.5 Z 16 G

28

73

-1.46

2.64

0.74

174

0

3

3

0

8 X 2.5 Z 16 G

28

63

-1.31

2.23

0.63

169

0

2

2

0

                     

8 X 2.5 Z 16 G

30

62

-1.65

2.41

0.67

185

0

3

3

0

8 X 2.5 Z 16 G

30

54

-1.49

2.06

0.59

180

0

2

2

0

                     

8 X 2.5 Z 16 G

32

54

-1.85

2.20

0.62

197

0

3

3

0

8 X 2.5 Z 16 G

32

47

-1.70

1.91

0.55

191

0

2

2

0

                     

8 X 2.5 Z 16 G

35

44

-2.19

1.96

0.55

213

0

3

3

0

8 X 2.5 Z 16 G

35

39

-2.02

1.72

0.49

208

0

2

2

0

                     

8 X 2.5 Z 16 G

37

38

-2.42

1.82

0.51

224

0

3

3

0

8 X 2.5 Z 16 G

37

34

-2.25

1.61

0.46

219

0

2

2

0

                     

8 X 2.5 Z 16 G

40

32

-2.79

1.65

0.47

241

0

3

3

0

8 X 2.5 Z 16 G

40

29

-2.62

1.47

0.43

236

0

2

2

0

III-J-44

15 October 1998