Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.5 Z 12 G

20

345

-1.09

8.01

2.63

771

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.5 Z 12 G

20

349

-1.07

8.15

2.64

782

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 12 G

22

285

-1.32

7.26

2.39

839

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.5 Z 12 G

22

288

-1.30

7.37

2.40

850

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 12 G

24

241

-1.56

6.72

2.20

919

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.5 Z 12 G

24

244

-1.56

6.82

2.21

930

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 12 G

25

222

-1.69

6.44

2.11

953

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.5 Z 12 G

25

224

-1.69

6.54

2.12

964

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 12 G

28

177

-2.13

5.78

1.89

1067

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 12 G

28

173

-2.10

5.62

1.85

1055

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 12 G

30

153

-2.43

5.34

1.75

1135

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 12 G

30

153

-2.45

5.32

1.75

1169

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 12 G

32

134

-2.76

4.96

1.63

1203

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 12 G

32

135

-2.80

4.99

1.64

1237

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 12 G

35

110

-3.29

4.48

1.47

1306

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 12 G

35

112

-3.35

4.52

1.49

1340

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 12 G

37

97

-3.63

4.16

1.37

1374

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 12 G

37

98

-3.68

4.18

1.39

1408

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 12 G

40

81

-4.15

3.74

1.24

1476

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 12 G

40

81

-4.19

3.74

1.24

1510

0

3

3

2

2

2

2

2

2

3

3

0

III-L-30

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.5 Z 13 G

20

274

-1.06

6.37

2.09

624

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.5 Z 13 G

20

277

-1.04

6.47

2.10

633

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 13 G

22

225

-1.28

5.74

1.89

679

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.5 Z 13 G

22

228

-1.27

5.83

1.90

688

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 13 G

24

190

-1.51

5.31

1.74

744

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.5 Z 13 G

24

193

-1.51

5.39

1.75

753

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 13 G

25

175

-1.64

5.09

1.67

771

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.5 Z 13 G

25

177

-1.64

5.17

1.68

781

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 13 G

28

141

-2.07

4.58

1.49

863

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 13 G

28

135

-2.02

4.40

1.45

854

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 13 G

30

121

-2.36

4.22

1.38

919

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 13 G

30

122

-2.39

4.23

1.39

946

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 13 G

32

105

-2.67

3.91

1.28

974

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 13 G

32

108

-2.75

3.98

1.31

1002

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 13 G

35

87

-3.18

3.52

1.16

1057

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 13 G

35

89

-3.27

3.59

1.19

1084

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 13 G

37

77

-3.53

3.29

1.09

1112

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 13 G

37

77

-3.57

3.31

1.10

1140

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 13 G

40

64

-4.05

2.97

0.98

1195

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 13 G

40

64

-4.09

2.97

0.99

1223

0

3

3

2

2

2

2

2

2

3

3

0

                                     

III-L-31

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.5 Z 14 G

20

216

-1.01

5.01

1.64

514

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.5 Z 14 G

20

218

-0.99

5.08

1.65

521

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 14 G

22

179

-1.20

4.58

1.49

567

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.5 Z 14 G

22

174

-1.20

4.44

1.46

559

0

2

2

1

1

1

1

1

1

2

2

0

                                     

8 X 3.5 Z 14 G

24

149

-1.42

4.19

1.36

620

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 14 G

24

146

-1.40

4.08

1.33

612

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 14 G

25

138

-1.54

4.01

1.30

643

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 14 G

25

141

-1.59

4.11

1.34

666

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 14 G

28

108

-1.93

3.53

1.15

711

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 14 G

28

112

-2.00

3.63

1.19

734

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 14 G

30

98

-2.32

3.39

1.12

779

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 14 G

30

94

-2.22

3.29

1.08

757

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 14 G

32

85

-2.62

3.15

1.04

825

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 14 G

32

82

-2.53

3.06

1.01

802

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 14 G

35

68

-3.03

2.78

0.92

870

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 14 G

35

70

-3.12

2.84

0.94

893

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 14 G

37

61

-3.38

2.60

0.86

916

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 14 G

37

62

-3.44

2.63

0.87

939

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 14 G

40

51

-3.90

2.37

0.78

984

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 14 G

40

51

-3.94

2.37

0.79

1007

0

3

3

2

2

2

2

2

2

3

3

0

III-L-32

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.5 Z 15 G

20

188

-0.94

4.36

1.43

477

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.5 Z 15 G

20

190

-0.93

4.43

1.44

484

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.5 Z 15 G

22

165

-1.19

4.23

1.37

555

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 15 G

22

153

-1.13

3.90

1.28

519

0

2

2

1

1

1

1

1

1

2

2

0

                                     

8 X 3.5 Z 15 G

24

138

-1.42

3.86

1.26

597

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 15 G

24

131

-1.34

3.68

1.19

576

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 15 G

25

127

-1.54

3.69

1.20

618

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 15 G

25

121

-1.46

3.53

1.15

597

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 15 G

28

102

-1.96

3.31

1.08

681

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 15 G

28

96

-1.84

3.13

1.02

660

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 15 G

30

87

-2.22

3.03

1.00

724

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 15 G

30

84

-2.12

2.91

0.95

703

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 15 G

32

76

-2.53

2.82

0.93

766

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 15 G

32

73

-2.41

2.71

0.89

745

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.5 Z 15 G

35

61

-2.90

2.47

0.81

808

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 15 G

35

62

-2.99

2.53

0.84

829

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 15 G

37

54

-3.24

2.33

0.77

850

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 15 G

37

55

-3.29

2.34

0.78

872

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 15 G

40

46

-3.74

2.11

0.70

914

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 15 G

40

46

-3.77

2.11

0.70

935

0

3

3

2

2

2

2

2

2

3

3

0

III-L-33

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.5 Z 16 G

20

173

-0.93

4.03

1.30

465

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 16 G

20

156

-0.86

3.63

1.19

433

0

2

2

1

1

1

1

1

1

2

2

0

                                     

8 X 3.5 Z 16 G

22

142

-1.13

3.64

1.18

503

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 16 G

22

142

-1.13

3.62

1.18

523

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.5 Z 16 G

24

119

-1.35

3.33

1.08

542

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 16 G

24

119

-1.35

3.32

1.08

561

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.5 Z 16 G

25

110

-1.47

3.19

1.04

561

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 16 G

25

109

-1.46

3.16

1.03

580

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.5 Z 16 G

28

87

-1.84

2.82

0.93

618

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 16 G

28

86

-1.84

2.80

0.92

638

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.5 Z 16 G

30

75

-2.11

2.61

0.86

657

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 16 G

30

75

-2.11

2.60

0.86

676

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.5 Z 16 G

32

65

-2.38

2.41

0.79

695

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.5 Z 16 G

32

65

-2.40

2.41

0.80

714

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.5 Z 16 G

35

52

-2.70

2.09

0.69

734

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 16 G

35

53

-2.79

2.14

0.71

753

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 16 G

37

46

-3.02

1.97

0.65

772

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 16 G

37

47

-3.08

1.99

0.66

791

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.5 Z 16 G

40

39

-3.52

1.80

0.60

829

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.5 Z 16 G

40

39

-3.55

1.80

0.60

849

0

3

3

2

2

2

2

2

2

3

3

0

III-L-34

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.0 Z 12 G

20

353

-1.23

8.19

2.69

722

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.0 Z 12 G

20

357

-1.21

8.33

2.70

733

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 12 G

22

291

-1.49

7.42

2.44

786

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.0 Z 12 G

22

294

-1.48

7.54

2.46

797

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 12 G

24

246

-1.76

6.87

2.25

861

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.0 Z 12 G

24

249

-1.76

6.98

2.26

872

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 12 G

25

227

-1.92

6.58

2.16

893

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.0 Z 12 G

25

229

-1.92

6.69

2.17

904

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 12 G

28

181

-2.41

5.91

1.93

1000

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 12 G

28

177

-2.38

5.75

1.89

989

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 12 G

30

157

-2.77

5.49

1.80

1064

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 12 G

30

157

-2.79

5.47

1.80

1096

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 12 G

32

137

-3.13

5.07

1.67

1128

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 12 G

32

138

-3.17

5.10

1.68

1160

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 12 G

35

112

-3.71

4.56

1.50

1224

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 12 G

35

115

-3.81

4.64

1.54

1256

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 12 G

37

99

-4.11

4.26

1.41

1288

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 12 G

37

100

-4.17

4.28

1.42

1320

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 12 G

40

83

-4.72

3.83

1.27

1384

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 12 G

40

83

-4.76

3.84

1.28

1416

0

3

3

2

2

2

2

2

2

3

3

0

III-L-35

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.0 Z 13 G

20

259

-1.11

6.01

1.97

585

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.0 Z 13 G

20

262

-1.09

6.11

1.98

593

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 13 G

22

214

-1.35

5.45

1.79

637

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.0 Z 13 G

22

216

-1.33

5.53

1.80

645

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 13 G

24

181

-1.59

5.04

1.65

697

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.0 Z 13 G

24

183

-1.59

5.12

1.66

706

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 13 G

25

167

-1.73

4.84

1.58

723

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.0 Z 13 G

25

168

-1.73

4.91

1.59

732

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 13 G

28

134

-2.18

4.35

1.42

809

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 13 G

28

128

-2.12

4.16

1.37

801

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 13 G

30

115

-2.49

4.02

1.32

861

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 13 G

30

115

-2.51

4.01

1.32

887

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 13 G

32

100

-2.82

3.73

1.22

913

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 13 G

32

102

-2.89

3.78

1.25

939

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 13 G

35

82

-3.34

3.34

1.10

991

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 13 G

35

84

-3.43

3.41

1.13

1016

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 13 G

37

73

-3.71

3.12

1.03

1042

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 13 G

37

73

-3.75

3.13

1.04

1068

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 13 G

40

61

-4.24

2.81

0.93

1120

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 13 G

40

61

-4.28

2.81

0.93

1146

0

3

3

2

2

2

2

2

2

3

3

0

III-L-36

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.0 Z 14 G

20

210

-1.09

4.88

1.60

482

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.0 Z 14 G

20

212

-1.07

4.96

1.61

489

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 14 G

22

174

-1.30

4.46

1.45

531

0

2

3

1

1

1

1

1

1

3

2

0

8 X 3.0 Z 14 G

22

174

-1.28

4.47

1.44

538

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 14 G

24

145

-1.53

4.07

1.32

581

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 14 G

24

142

-1.51

3.97

1.30

574

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 14 G

25

134

-1.66

3.90

1.26

602

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 14 G

25

137

-1.71

3.97

1.30

624

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 14 G

28

105

-2.07

3.42

1.12

666

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 14 G

28

108

-2.15

3.51

1.15

688

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 14 G

30

91

-2.39

3.19

1.04

709

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 14 G

30

94

-2.46

3.26

1.07

730

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 14 G

32

82

-2.82

3.05

1.01

773

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 14 G

32

80

-2.71

2.97

0.97

752

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 14 G

35

66

-3.25

2.69

0.89

816

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 14 G

35

68

-3.35

2.75

0.91

837

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 14 G

37

59

-3.62

2.53

0.83

858

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 14 G

37

60

-3.69

2.55

0.85

880

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 14 G

40

49

-4.18

2.29

0.76

922

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 14 G

40

50

-4.21

2.29

0.76

944

0

3

3

2

2

2

2

2

2

3

3

0

III-L-37

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.0 Z 15 G

20

186

-1.04

4.32

1.42

447

0

2

2

1

1

1

1

1

1

2

2

0

8 X 3.0 Z 15 G

20

188

-1.02

4.39

1.42

454

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 3.0 Z 15 G

22

163

-1.30

4.19

1.36

520

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 15 G

22

152

-1.24

3.87

1.27

487

0

2

2

1

1

1

1

1

1

2

2

0

                                     

8 X 3.0 Z 15 G

24

137

-1.56

3.82

1.24

559

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 15 G

24

130

-1.46

3.63

1.18

540

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 15 G

25

126

-1.69

3.65

1.19

579

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 15 G

25

120

-1.60

3.50

1.14

559

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 15 G

28

101

-2.15

3.27

1.07

639

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 15 G

28

95

-2.02

3.11

1.01

619

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 15 G

30

87

-2.45

3.01

0.99

678

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 15 G

30

83

-2.33

2.89

0.94

658

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 15 G

32

76

-2.79

2.81

0.93

718

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 15 G

32

72

-2.64

2.69

0.88

698

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 3.0 Z 15 G

35

60

-3.18

2.45

0.81

757

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 15 G

35

62

-3.28

2.50

0.83

777

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 15 G

37

54

-3.56

2.31

0.76

797

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 15 G

37

54

-3.61

2.32

0.77

817

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 15 G

40

45

-4.11

2.09

0.69

857

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 15 G

40

45

-4.13

2.09

0.69

876

0

3

3

2

2

2

2

2

2

3

3

0

III-L-38

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 3.0 Z 16 G

20

172

-1.02

4.00

1.29

436

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 16 G

20

155

-0.95

3.61

1.18

406

0

2

2

1

1

1

1

1

1

2

2

0

                                     

8 X 3.0 Z 16 G

22

141

-1.24

3.61

1.17

472

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 16 G

22

141

-1.24

3.60

1.17

490

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.0 Z 16 G

24

118

-1.47

3.29

1.07

508

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 16 G

24

118

-1.48

3.28

1.07

526

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.0 Z 16 G

25

109

-1.61

3.16

1.03

526

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 16 G

25

108

-1.61

3.15

1.03

544

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.0 Z 16 G

28

86

-2.02

2.80

0.92

580

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 16 G

28

86

-2.03

2.79

0.92

598

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.0 Z 16 G

30

74

-2.32

2.59

0.85

616

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 16 G

30

74

-2.32

2.58

0.85

634

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.0 Z 16 G

32

65

-2.62

2.40

0.79

652

0

3

3

2

2

2

2

2

2

3

3

0

8 X 3.0 Z 16 G

32

65

-2.64

2.40

0.79

670

0

3

3

3

3

3

3

3

3

3

3

0

                                     

8 X 3.0 Z 16 G

35

51

-2.97

2.08

0.69

688

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 16 G

35

53

-3.07

2.13

0.70

706

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 16 G

37

46

-3.32

1.96

0.65

724

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 16 G

37

46

-3.39

1.98

0.66

741

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 3.0 Z 16 G

40

39

-3.87

1.79

0.59

777

0

3

3

1

1

1

1

1

1

3

3

0

8 X 3.0 Z 16 G

40

39

-3.90

1.79

0.60

795

0

3

3

2

2

2

2

2

2

3

3

0

III-L-39

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 2.5 Z 12 G

20

317

-1.24

7.36

2.41

674

0

2

2

1

1

1

1

1

1

2

2

0

8 X 2.5 Z 12 G

20

321

-1.22

7.48

2.43

684

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 2.5 Z 12 G

22

260

-1.50

6.63

2.18

734

0

2

2

1

1

1

1

1

1

2

2

0

8 X 2.5 Z 12 G

22

263

-1.48

6.73

2.19

744

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 2.5 Z 12 G

24

221

-1.77

6.17

2.02

803

0

2

3

1

1

1

1

1

1

3

2

0

8 X 2.5 Z 12 G

24

224

-1.77

6.27

2.03

813

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 2.5 Z 12 G

25

204

-1.93

5.91

1.94

833

0

2

3

1

1

1

1

1

1

3

2

0

8 X 2.5 Z 12 G

25

206

-1.93

6.01

1.95

843

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 2.5 Z 12 G

28

163

-2.42

5.31

1.73

933

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 12 G

28

159

-2.40

5.17

1.70

923

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 2.5 Z 12 G

30

141

-2.78

4.91

1.61

992

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 12 G

30

141

-2.79

4.90

1.61

1022

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 2.5 Z 12 G

32

122

-3.14

4.55

1.49

1052

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 12 G

32

123

-3.18

4.57

1.51

1082

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 2.5 Z 12 G

35

104

-3.87

4.20

1.39

1172

0

3

3

2

2

2

2

2

2

3

3

0

8 X 2.5 Z 12 G

35

101

-3.74

4.10

1.35

1142

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 2.5 Z 12 G

37

89

-4.13

3.82

1.26

1201

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 12 G

37

90

-4.18

3.83

1.27

1231

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 2.5 Z 12 G

40

74

-4.72

3.43

1.14

1291

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 12 G

40

74

-4.76

3.43

1.14

1321

0

3

3

2

2

2

2

2

2

3

3

0

III-L-40

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 2.5 Z 13 G

20

257

-1.23

5.98

1.96

546

0

2

2

1

1

1

1

1

1

2

2

0

8 X 2.5 Z 13 G

20

261

-1.22

6.08

1.97

554

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 2.5 Z 13 G

22

212

-1.50

5.42

1.78

594

0

2

2

1

1

1

1

1

1

2

2

0

8 X 2.5 Z 13 G

22

215

-1.48

5.51

1.79

602

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 2.5 Z 13 G

24

180

-1.77

5.02

1.64

650

0

2

3

1

1

1

1

1

1

3

2

0

8 X 2.5 Z 13 G

24

182

-1.77

5.10

1.65

658

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 2.5 Z 13 G

25

166

-1.93

4.81

1.58

675

0

2

3

1

1

1

1

1

1

3

2

0

8 X 2.5 Z 13 G

25

168

-1.93

4.89

1.59

683

0

3

3

1

1

1

1

1

1

3

3

0

                                     

8 X 2.5 Z 13 G

28

133

-2.43

4.33

1.41

755

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 13 G

28

128

-2.36

4.14

1.36

747

0

2

3

1

1

1

1

1

1

3

2

0

                                     

8 X 2.5 Z 13 G

30

115

-2.78

4.00

1.31

803

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 13 G

30

115

-2.79

3.99

1.31

828

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 2.5 Z 13 G

32

100

-3.14

3.71

1.22

852

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 13 G

32

102

-3.22

3.76

1.24

876

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 2.5 Z 13 G

35

82

-3.72

3.32

1.09

924

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 13 G

35

84

-3.82

3.39

1.12

948

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 2.5 Z 13 G

37

73

-4.13

3.11

1.03

973

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 13 G

37

73

-4.18

3.12

1.03

997

0

3

3

2

2

2

2

2

2

3

3

0

                                     

8 X 2.5 Z 13 G

40

60

-4.73

2.79

0.93

1045

0

3

3

1

1

1

1

1

1

3

3

0

8 X 2.5 Z 13 G

40

61

-4.77

2.80

0.93

1069

0

3

3

2

2

2

2

2

2

3

3

0

III-L-41

15 October 1998

Six 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

Span 5
Laps
L       R

Span 6
Laps
L       R

 

ft.

lb/ft.

in.

kips

kips

lb

 

 

 

 

 

 

8 X 2.5 Z 14 G

20

203

-1.17

4.71

1.54

449

0

2

2

1

1

1

1

1

1

2

2

0

8 X 2.5 Z 14 G

20

205

-1.16

4.79

1.55

456

0