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United Facilities Criteria CD 1
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> Figure 5-57. Concrete Diaphragms - Typical Connection Details
Figure 7-56. Corner of Monollthic Concrete Diagram
Figure 7-58. Steel Deck Diaphragms
Seismic Design for Buildings - index
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1
foot
=
0.3m
#5
bar
=
15M
bar
7
-131