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7. The rebar is to be lapped 18 inches.

7. The rebar is to be lapped 18 inches.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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34. Determine the rebar that needs to be ordered to con-struct the continuous footing shown in Figures 5- 26 and 5-27. The rebar is to be lapped 18 inches.
Transcribed Image Text:34. Determine the rebar that needs to be ordered to con-struct the continuous footing shown in Figures 5- 26 and 5-27. The rebar is to be lapped 18 inches.
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
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
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