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United Facilities Criteria CD 1
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> Figure 7-30: Intermediate Moment Frame Transverse Reinforcement
Figure 7-29. Intermediate Moment Frame Splices in Reinforcement
Figure 7-31. Intermediate Moment Frame Girder Web Reinforcement.
Seismic Design for Buildings - index
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1
inch
=
25mm
#4
bar
≈
10M
bar
#9
bar
≈
30M
bar
#11
bar
≈
35M
bar
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