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A reinforced concrete column measuring 12 in. x 16 in. is subjected to axial forces and momer that require the amount of steel ratio shown in the interaction diagram. Determine the amount o 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 R4-60.8 1.8 1.6 1.4 1.2 1.0 0.8 _0,039 0.6 04 0.2 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 / / 3/ 3/ 3/

A reinforced concrete column measuring 12 in. x 16 in. is subjected to axial forces and momer that require the amount of steel ratio shown in the interaction diagram. Determine the amount o 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 R4-60.8 1.8 1.6 1.4 1.2 1.0 0.8 _0,039 0.6 04 0.2 0.0 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 / / 3/ 3/ 3/

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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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 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
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 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
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