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