#6 TIES @ 6" O.C 3' 10' 28 EA. #10 28 EA. #10 DOWELS 12 EA. #8 REBAR @9" O.C. BOTH WAYS TOP AND BOTTOM 2'-6" 1 | 28 EA #10] REBAR 1 1 1 1 #6 TIES 12' 17' 8' SECTION A-A' 1 #6 TIES @ 6" O.C 3' 10' 28 EA. #10 28 EA. #10 DOWELS 12 EA. #8 REBAR @9" O.C. BOTH WAYS TOP AND BOTTOM 2'-6" 1 | 28 EA #10] REBAR 1 1 1 1 #6 TIES 12' 17' 8' SECTION A-A' 1
#6 TIES @ 6" O.C 3' 10' 28 EA. #10 28 EA. #10 DOWELS 12 EA. #8 REBAR @9" O.C. BOTH WAYS TOP AND BOTTOM 2'-6" 1 | 28 EA #10] REBAR 1 1 1 1 #6 TIES 12' 17' 8' SECTION A-A' 1 #6 TIES @ 6" O.C 3' 10' 28 EA. #10 28 EA. #10 DOWELS 12 EA. #8 REBAR @9" O.C. BOTH WAYS TOP AND BOTTOM 2'-6" 1 | 28 EA #10] REBAR 1 1 1 1 #6 TIES 12' 17' 8' SECTION A-A' 1
Residential Construction Academy: House Wiring (MindTap Course List)
4th Edition
ISBN:9781285852225
Author:Gregory W Fletcher
Publisher:Gregory W Fletcher
Chapter18: Device Installation
Section: Chapter Questions
Problem 15RQ
Related questions
Question
Determine the amount of rebar needed for the spread footing where the dowels extend 24 inches into the column allow for 3 inches of concrete cover
![#6 TIES @ 6" O.C
3'
10'
28 EA. #10
28 EA. #10 DOWELS
12 EA. #8 REBAR
@9" O.C. BOTH WAYS
TOP AND BOTTOM
2'-6"
1
| 28 EA
#10] REBAR
1
1
1
1 #6 TIES
12'
17'
8'
SECTION A-A'
1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbb7f1ce8-2552-49b5-ba1d-534a58de11ae%2F08da0d7d-473f-431f-9949-9ed35d2dffaa%2Fd420wt_processed.jpeg&w=3840&q=75)
Transcribed Image Text:#6 TIES @ 6" O.C
3'
10'
28 EA. #10
28 EA. #10 DOWELS
12 EA. #8 REBAR
@9" O.C. BOTH WAYS
TOP AND BOTTOM
2'-6"
1
| 28 EA
#10] REBAR
1
1
1
1 #6 TIES
12'
17'
8'
SECTION A-A'
1
![#6 TIES @ 6" O.C
3'
10'
28 EA. #10
28 EA. #10 DOWELS
12 EA. #8 REBAR
@9" O.C. BOTH WAYS
TOP AND BOTTOM
2'-6"
1
| 28 EA
#10] REBAR
1
1
1
1 #6 TIES
12'
17'
8'
SECTION A-A'
1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbb7f1ce8-2552-49b5-ba1d-534a58de11ae%2F08da0d7d-473f-431f-9949-9ed35d2dffaa%2Fvxvch4g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:#6 TIES @ 6" O.C
3'
10'
28 EA. #10
28 EA. #10 DOWELS
12 EA. #8 REBAR
@9" O.C. BOTH WAYS
TOP AND BOTTOM
2'-6"
1
| 28 EA
#10] REBAR
1
1
1
1 #6 TIES
12'
17'
8'
SECTION A-A'
1
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