please help 16'-0"2 x 4 WALLWITH 7/16" OSB5/8"X 10" ANCHORBOLT @ 32" O.C.8"# 4 REBAR @ 12"O.C. BOTH WAYS22'-0"8'-0"#5 DOWELS @ 12"O.C. ALTERNATINGDIRECTIONS13'-0"2 EACH #4 REBARTOP AND BOTTOM3 EACH #4CONT. REBAR-1'-0"28'-0"12'-0"2'-0"Figure 5-26 Footing PlanFigure 5-27 Wall Section 32. How many cubic yards of concrete are needed to con-struct the continuous footing shown in Figures5-26 and 5-27? Include 10% waste.

Given- Waste=10% width of footing=2" the thickness of footing=1" width of wall=8' Height of wall…

Answered: please help

Engineering

Civil Engineering

please help

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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Question

please help

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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