Do not give answer in image formet and hand writing Situation 3. An axially loaded 420 mm square tied column is reinforced with8-25 mm diameter bars equally distributed on its sides. Concrete strengthis 28 MPa and steel strength is 420 MPa. Use 63 mm cover measure from thecenter of main reinforcement.Determine maximum nominal axial strength of the column.7.B. 4,6038.C. 2,992D. 3,486pacity (kN) when tension reinforcementCalculate the nominal axial loadreaches the strain corresponding to fy just asreaches its assumed ultimate strain of 0.003. Neglect the effect of concretearea displaced by the steel reinforcement.A. 1,160B. 2,402Calculate thenominal momentC. 2,992D. 1,784(kN-m) atstraincondition. Neglect the effect of concrete area displaced by the steelreinforcement.REVIEW &9.A. 397B. 215REV306REV

To determine the maximum nominal axial strength of the column, we need to consider the contribution…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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