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Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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
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.
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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