Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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16'-0" 2 x 4 WALL WITH 7/16" OSB 5/8"X 10" ANCHOR BOLT @ 32" O.C. 8" # 4 REBAR @ 12" O.C. BOTH WAYS 22'-0" 8'-0" #5 DOWELS @ 12" O.C. ALTERNATING DIRECTIONS 13'-0" 2 EACH #4 REBAR TOP AND BOTTOM 3 EACH #4 CONT. REBAR- 1'-0" 28'-0" 12'-0" 2'-0" Figure 5-26 Footing Plan Figure 5-27 Wall Section
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Transcribed Image Text:16'-0" 2 x 4 WALL WITH 7/16" OSB 5/8"X 10" ANCHOR BOLT @ 32" O.C. 8" # 4 REBAR @ 12" O.C. BOTH WAYS 22'-0" 8'-0" #5 DOWELS @ 12" O.C. ALTERNATING DIRECTIONS 13'-0" 2 EACH #4 REBAR TOP AND BOTTOM 3 EACH #4 CONT. REBAR- 1'-0" 28'-0" 12'-0" 2'-0" Figure 5-26 Footing Plan Figure 5-27 Wall Section
32. How many cubic yards of concrete are needed to con-struct the continuous footing shown in Figures 5-26 and 5-27? Include 10% waste.
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Transcribed Image Text:32. How many cubic yards of concrete are needed to con-struct the continuous footing shown in Figures 5-26 and 5-27? Include 10% waste.
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