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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
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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41. How many cubic yards of concrete are needed to con-struct the columns shown in Figures 5-26 and 5-28? Add 5% waste.
Transcribed Image Text:41. How many cubic yards of concrete are needed to con-struct the columns shown in Figures 5-26 and 5-28? Add 5% waste.
16'-0" 2 x 4 WALL WITH 7/16" OSB 5/8"X 10" ANCHOR BOLT @ 32" O.C. #4 REBAR @ 12 o.C. BOTH WAYS # 5 DOWELS @ 12" O.C. ALTERNATING 22'-0" 8'-0" 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 1'-0" 4"x4" WOOD COLUMN 2'-0" PB44 COLUMN BASE AL 1'-0" - #3 TIES @ 3" OC. 2'-0" 1'-0" 2'-0" 4 EA. #5 DOWELS - 4 EA 4 EA. #4 REBAR #5 REBAR BOTH WAYS 1'-0" #3 TIES SECTION A-A' 2'-0" Figure 5-28 Column Detail
Transcribed Image Text:16'-0" 2 x 4 WALL WITH 7/16" OSB 5/8"X 10" ANCHOR BOLT @ 32" O.C. #4 REBAR @ 12 o.C. BOTH WAYS # 5 DOWELS @ 12" O.C. ALTERNATING 22'-0" 8'-0" 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 1'-0" 4"x4" WOOD COLUMN 2'-0" PB44 COLUMN BASE AL 1'-0" - #3 TIES @ 3" OC. 2'-0" 1'-0" 2'-0" 4 EA. #5 DOWELS - 4 EA 4 EA. #4 REBAR #5 REBAR BOTH WAYS 1'-0" #3 TIES SECTION A-A' 2'-0" Figure 5-28 Column Detail
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