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United Facilities Criteria CD 1
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> Figure 7-34. Special Concreate Moment Frame Longitudinal Reinforcement
Figure 7-33. Special Concreate Moment Frame- Limitations on Dimensions
Figure 7-35. Special Moment Frame Splices in Reinforcement
Seismic Design for Buildings - index
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1
ksi
=
6.89
MPa
7-78