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

 

 

6 X 2.5 Z 12 G

15

376

-0.67

7.27

2.00

146

0

2

2

0

6 X 2.5 Z 12 G

15

363

-0.62

7.08

1.90

155

0

3

3

0

                     

6 X 2.5 Z 12 G

16

333

-0.78

6.87

1.89

155

0

2

2

0

6 X 2.5 Z 12 G

16

321

-0.72

6.68

1.80

163

0

3

3

0

                     

6 X 2.5 Z 12 G

18

259

-0.98

6.00

1.66

172

0

2

2

0

6 X 2.5 Z 12 G

18

256

-0.92

5.97

1.62

180

0

3

3

0

                     

6 X 2.5 Z 12 G

20

210

-1.17

5.44

1.48

197

0

3

3

0

6 X 2.5 Z 12 G

20

197

-1.16

5.06

1.41

189

0

2

2

0

                     

6 X 2.5 Z 12 G

22

175

-1.44

4.97

1.36

214

0

3

3

0

6 X 2.5 Z 12 G

22

155

-1.34

4.36

1.22

206

0

2

2

0

                     

6 X 2.5 Z 12 G

24

148

-1.75

4.58

1.26

231

0

3

3

0

6 X 2.5 Z 12 G

24

124

-1.55

3.82

1.08

223

0

2

2

0

                     

6 X 2.5 Z 12 G

25

137

-1.92

4.42

1.22

240

0

3

3

0

6 X 2.5 Z 12 G

25

112

-1.66

3.59

1.02

231

0

2

2

0

                     

6 X 2.5 Z 12 G

26

126

-2.07

4.20

1.16

248

0

3

3

0

6 X 2.5 Z 12 G

26

104

-1.80

3.45

0.98

240

0

2

2

0

                     

6 X 2.5 Z 12 G

27

114

-2.19

3.95

1.10

257

0

3

3

0

6 X 2.5 Z 12 G

27

94

-1.89

3.23

0.92

248

0

2

2

0

                     

6 X 2.5 Z 12 G

28

104

-2.33

3.75

1.04

265

0

3

3

0

6 X 2.5 Z 12 G

28

86

-2.02

3.07

0.87

257

0

2

2

0

III-J-50

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

 

 

6 X 2.5 Z 13 G

15

308

-0.67

5.96

1.63

118

0

2

2

0

6 X 2.5 Z 13 G

15

297

-0.62

5.80

1.55

125

0

3

3

0

                     

6 X 2.5 Z 13 G

16

271

-0.77

5.59

1.54

125

0

2

2

0

6 X 2.5 Z 13 G

16

261

-0.71

5.44

1.46

132

0

3

3

0

                     

6 X 2.5 Z 13 G

18

211

-0.98

4.88

1.35

139

0

2

2

0

6 X 2.5 Z 13 G

18

210

-0.93

4.89

1.33

146

0

3

3

0

                     

6 X 2.5 Z 13 G

20

171

-1.17

4.43

1.21

160

0

3

3

0

6 X 2.5 Z 13 G

20

161

-1.15

4.13

1.15

153

0

2

2

0

                     

6 X 2.5 Z 13 G

22

143

-1.44

4.06

1.11

174

0

3

3

0

6 X 2.5 Z 13 G

22

126

-1.34

3.55

1.00

167

0

2

2

0

                     

6 X 2.5 Z 13 G

24

121

-1.76

3.75

1.03

187

0

3

3

0

6 X 2.5 Z 13 G

24

102

-1.56

3.13

0.88

180

0

2

2

0

                     

6 X 2.5 Z 13 G

25

112

-1.92

3.60

1.00

194

0

3

3

0

6 X 2.5 Z 13 G

25

92

-1.66

2.94

0.83

187

0

2

2

0

                     

6 X 2.5 Z 13 G

26

103

-2.08

3.45

0.96

201

0

3

3

0

6 X 2.5 Z 13 G

26

83

-1.77

2.77

0.78

194

0

2

2

0

                     

6 X 2.5 Z 13 G

27

93

-2.19

3.22

0.90

208

0

3

3

0

6 X 2.5 Z 13 G

27

76

-1.89

2.63

0.75

201

0

2

2

0

                     

6 X 2.5 Z 13 G

28

84

-2.30

3.02

0.84

215

0

3

3

0

6 X 2.5 Z 13 G

28

70

-2.02

2.50

0.71

208

0

2

2

0

III-J-51

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

 

 

6 X 2.5 Z 14 G

15

242

-0.64

4.70

1.29

97

0

2

2

0

6 X 2.5 Z 14 G

15

234

-0.59

4.57

1.23

103

0

3

3

0

                     

6 X 2.5 Z 14 G

16

215

-0.74

4.43

1.22

103

0

2

2

0

6 X 2.5 Z 14 G

16

207

-0.68

4.31

1.16

109

0

3

3

0

                     

6 X 2.5 Z 14 G

18

165

-0.93

3.83

1.06

114

0

2

2

0

6 X 2.5 Z 14 G

18

165

-0.88

3.86

1.05

120

0

3

3

0

                     

6 X 2.5 Z 14 G

20

135

-1.11

3.50

0.96

132

0

3

3

0

6 X 2.5 Z 14 G

20

127

-1.10

3.25

0.91

126

0

2

2

0

                     

6 X 2.5 Z 14 G

22

113

-1.38

3.21

0.88

143

0

3

3

0

6 X 2.5 Z 14 G

22

100

-1.28

2.81

0.79

137

0

2

2

0

                     

6 X 2.5 Z 14 G

24

95

-1.67

2.95

0.81

154

0

3

3

0

6 X 2.5 Z 14 G

24

80

-1.47

2.46

0.69

149

0

2

2

0

                     

6 X 2.5 Z 14 G

25

88

-1.83

2.84

0.79

160

0

3

3

0

6 X 2.5 Z 14 G

25

72

-1.58

2.32

0.65

154

0

2

2

0

                     

6 X 2.5 Z 14 G

26

81

-1.97

2.71

0.75

166

0

3

3

0

6 X 2.5 Z 14 G

26

66

-1.69

2.20

0.62

160

0

2

2

0

                     

6 X 2.5 Z 14 G

27

73

-2.08

2.53

0.70

171

0

3

3

0

6 X 2.5 Z 14 G

27

60

-1.80

2.08

0.59

166

0

2

2

0

                     

6 X 2.5 Z 14 G

28

66

-2.20

2.39

0.67

177

0

3

3

0

6 X 2.5 Z 14 G

28

55

-1.93

1.98

0.56

171

0

2

2

0

III-J-52

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

 

 

6 X 2.5 Z 15 G

15

220

-0.62

4.27

1.17

90

0

2

2

0

6 X 2.5 Z 15 G

15

213

-0.58

4.16

1.11

96

0

3

3

0

                     

6 X 2.5 Z 15 G

16

196

-0.72

4.03

1.11

96

0

2

2

0

6 X 2.5 Z 15 G

16

189

-0.67

3.93

1.06

101

0

3

3

0

                     

6 X 2.5 Z 15 G

18

149

-0.90

3.46

0.96

106

0

2

2

0

6 X 2.5 Z 15 G

18

151

-0.86

3.52

0.95

112

0

3

3

0

                     

6 X 2.5 Z 15 G

20

124

-1.09

3.20

0.87

122

0

3

3

0

6 X 2.5 Z 15 G

20

115

-1.07

2.94

0.82

117

0

2

2

0

                     

6 X 2.5 Z 15 G

22

104

-1.36

2.96

0.81

133

0

3

3

0

6 X 2.5 Z 15 G

22

91

-1.25

2.56

0.72

127

0

2

2

0

                     

6 X 2.5 Z 15 G

24

88

-1.64

2.71

0.75

143

0

3

3

0

6 X 2.5 Z 15 G

24

73

-1.45

2.25

0.63

138

0

2

2

0

                     

6 X 2.5 Z 15 G

25

81

-1.80

2.60

0.72

149

0

3

3

0

6 X 2.5 Z 15 G

25

66

-1.55

2.12

0.60

143

0

2

2

0

                     

6 X 2.5 Z 15 G

26

74

-1.93

2.47

0.68

154

0

3

3

0

6 X 2.5 Z 15 G

26

60

-1.66

2.00

0.57

149

0

2

2

0

                     

6 X 2.5 Z 15 G

27

67

-2.04

2.32

0.65

159

0

3

3

0

6 X 2.5 Z 15 G

27

55

-1.78

1.90

0.54

154

0

2

2

0

                     

6 X 2.5 Z 15 G

28

61

-2.15

2.18

0.61

164

0

3

3

0

6 X 2.5 Z 15 G

28

50

-1.88

1.80

0.51

159

0

2

2

0

III-J-53

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

 

 

6 X 2.5 Z 16 G

15

197

-0.61

3.81

1.05

82

0

2

2

0

6 X 2.5 Z 16 G

15

190

-0.57

3.72

1.00

87

0

3

3

0

                     

6 X 2.5 Z 16 G

16

175

-0.71

3.62

1.00

87

0

2

2

0

6 X 2.5 Z 16 G

16

169

-0.66

3.52

0.95

92

0

3

3

0

                     

6 X 2.5 Z 16 G

18

132

-0.87

3.05

0.85

96

0

2

2

0

6 X 2.5 Z 16 G

18

135

-0.85

3.16

0.86

101

0

3

3

0

                     

6 X 2.5 Z 16 G

20

111

-1.08

2.88

0.78

111

0

3

3

0

6 X 2.5 Z 16 G

20

102

-1.04

2.61

0.73

106

0

2

2

0

                     

6 X 2.5 Z 16 G

22

93

-1.34

2.65

0.73

120

0

3

3

0

6 X 2.5 Z 16 G

22

81

-1.22

2.28

0.64

116

0

2

2

0

                     

6 X 2.5 Z 16 G

24

79

-1.62

2.43

0.67

130

0

3

3

0

6 X 2.5 Z 16 G

24

66

-1.43

2.02

0.57

125

0

2

2

0

                     

6 X 2.5 Z 16 G

25

73

-1.78

2.34

0.65

135

0

3

3

0

6 X 2.5 Z 16 G

25

60

-1.53

1.91

0.54

130

0

2

2

0

                     

6 X 2.5 Z 16 G

26

66

-1.90

2.21

0.61

140

0

3

3

0

6 X 2.5 Z 16 G

26

54

-1.64

1.80

0.51

135

0

2

2

0

                     

6 X 2.5 Z 16 G

27

60

-2.01

2.08

0.58

144

0

3

3

0

6 X 2.5 Z 16 G

27

50

-1.76

1.71

0.49

140

0

2

2

0

                     

6 X 2.5 Z 16 G

28

55

-2.13

1.96

0.55

149

0

3

3

0

6 X 2.5 Z 16 G

28

46

-1.88

1.63

0.46

144

0

2

2

0