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tion 3. An oaded mim square tied column 1s 8-25 mm diameter bars equally distributed on its sides. Concrete strength is 28 MPa and steel strength is 420 MPa. Use 63 mm cover measure from the center of main reinforcement. Determine maximum nominal axial strength of the column. A. 5,754 B. 4,603 C. 2,992 D. 3,486 MW 7.

tion 3. An oaded mim square tied column 1s 8-25 mm diameter bars equally distributed on its sides. Concrete strength is 28 MPa and steel strength is 420 MPa. Use 63 mm cover measure from the center of main reinforcement. Determine maximum nominal axial strength of the column. A. 5,754 B. 4,603 C. 2,992 D. 3,486 MW 7.

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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Situation 3. An axially loaded 420 mm square tied column is reinforced with 8-25 mm diameter bars equally distributed on its sides. Concrete strength is 28 MPa and steel strength is 420 MPa. Use 63 mm cover measure from the center of main reinforcement. Determine maximum nominal axial strength of the column. 7. B. 4,603 8. C. 2,992 D. 3,486 pacity (kN) when tension reinforcement Calculate the nominal axial load reaches the strain corresponding to fy just as reaches its assumed ultimate strain of 0.003. Neglect the effect of concrete area displaced by the steel reinforcement. A. 1,160 B. 2,402 Calculate the nominal moment C. 2,992 D. 1,784 (kN-m) at strain condition. Neglect the effect of concrete area displaced by the steel reinforcement. REVIEW & 9. A. 397 B. 215 REV 306 REV
Transcribed Image Text:Situation 3. An axially loaded 420 mm square tied column is reinforced with 8-25 mm diameter bars equally distributed on its sides. Concrete strength is 28 MPa and steel strength is 420 MPa. Use 63 mm cover measure from the center of main reinforcement. Determine maximum nominal axial strength of the column. 7. B. 4,603 8. C. 2,992 D. 3,486 pacity (kN) when tension reinforcement Calculate the nominal axial load reaches the strain corresponding to fy just as reaches its assumed ultimate strain of 0.003. Neglect the effect of concrete area displaced by the steel reinforcement. A. 1,160 B. 2,402 Calculate the nominal moment C. 2,992 D. 1,784 (kN-m) at strain condition. Neglect the effect of concrete area displaced by the steel reinforcement. REVIEW & 9. A. 397 B. 215 REV 306 REV
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