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A reinforced concrete column measuring 12 in. x_16 in. is subjected to axial forces and mome that require the amount of steel ratio shown in the interaction diagram. Determine the amount vertical reinforcement required in the column in terms of Ast and provide the number and size vertical bars. Do not design the ties and do not sketch the results. 2.0 INTERACTION DIAGRAM R4-40.5 1.8 1.6 1.4 1.2 1.0 0.8 _0,039 0.6 0.4 0.2 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45

A reinforced concrete column measuring 12 in. x_16 in. is subjected to axial forces and mome that require the amount of steel ratio shown in the interaction diagram. Determine the amount vertical reinforcement required in the column in terms of Ast and provide the number and size vertical bars. Do not design the ties and do not sketch the results. 2.0 INTERACTION DIAGRAM R4-40.5 1.8 1.6 1.4 1.2 1.0 0.8 _0,039 0.6 0.4 0.2 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A reinforced concrete column measuring 12 in. x 16 in. is subjected to axial forces and moments that require the amount of steel ratio shown in the interaction diagram. Determine the amount of vertical reinforcement required in the column in terms of Ast and provide the number and size of vertical bars. Do not design the ties and do not sketch the results. 2.0 INTERACTION DIAGRAM R4-60.8 S-4 kal 1.8 1.6 1.4 1.2 1.0 us 0.8 _0,039 0.6 0.4 0.2 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 RP,e/t',A,h
Transcribed Image Text:A reinforced concrete column measuring 12 in. x 16 in. is subjected to axial forces and moments that require the amount of steel ratio shown in the interaction diagram. Determine the amount of vertical reinforcement required in the column in terms of Ast and provide the number and size of vertical bars. Do not design the ties and do not sketch the results. 2.0 INTERACTION DIAGRAM R4-60.8 S-4 kal 1.8 1.6 1.4 1.2 1.0 us 0.8 _0,039 0.6 0.4 0.2 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 RP,e/t',A,h
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