please help 41. How many cubic yards of concrete are needed to con-struct the columns shown in Figures 5-26 and5-28? Add 5% waste. 16'-0"2 x 4 WALLWITH 7/16" OSB5/8"X 10" ANCHORBOLT @ 32" O.C.#4 REBAR @ 12o.C. BOTH WAYS# 5 DOWELS @ 12"O.C. ALTERNATING22'-0"8'-0"DIRECTIONS-13'-0"2 EACH #4 REBARTOP AND BOTTOM-3 EACH #4CONT. REBAR -1'-0"28'-0"12'-0"-2'-0"Figure 5-26 Footing PlanFigure 5-27 Wall Section1'-0"4"x4" WOOD COLUMN2'-0"PB44 COLUMN BASEAL1'-0" -#3 TIES @ 3" OC.2'-0"1'-0" 2'-0"4 EA. #5 DOWELS -4 EA4 EA. #4 REBAR#5 REBARBOTH WAYS1'-0"#3 TIESSECTION A-A'2'-0"Figure 5-28 Column Detail

Given: A continuous footing having plan and section as shown below Column details are as below…

16'-0" 2x 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- 2 EACH #4 REBAR 13'-0" 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 E1-0" 4"x4" WOOD COLUMN 2'-0" PB44 COLUMN BASE -1'-0" #3 TIES @ 3" OC - 2'-0" 1-0" 2'-0" 4 EA. #5 DOWELS 4 EA #5 REBAR 4 EA. #4 REBAR BOTH WAYS 1'-0" #3 TIES SECTION A-A' -2'-0" Figure 5-28 Column Detail

16'-0" 2x 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- 2 EACH #4 REBAR 13'-0" 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 E1-0" 4"x4" WOOD COLUMN 2'-0" PB44 COLUMN BASE -1'-0" #3 TIES @ 3" OC - 2'-0" 1-0" 2'-0" 4 EA. #5 DOWELS 4 EA #5 REBAR 4 EA. #4 REBAR BOTH WAYS 1'-0" #3 TIES SECTION A-A' -2'-0" Figure 5-28 Column Detail

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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