Use turkish code(TS-500-2000).Solve 4.2 ,4.3 and 4.4 4.1s Calculate the maximum axial load that can be carried by the tied columns givenbelow. Materials are, C20 and S420. Use characteristic strength of bothmaterials.(a) Section : 400x400 mmLong. reinforcement : 8-Ø161oinemaiups obo n(b) Section : 400x400 mmabl Long. reinforcement: 8-Ø2600Same as 4.1. Use design strength of concrete (fed=13 MPa) and steel (fya=365MPa).4.24.3Solve Problem 4.2 if the concrete grade is C30.4.4Solve Problem 4.2 if the steel grade is S220.

As per the policy, only first question (4.2) will be solved. For rest of the solutions, seperate…

Calculate the maximum axial load that can be carried by the tied columns given below. Materials are, C20 and S420. Use characteristic strength of boh materials. (a) Section : 400x400 mm Long. reinforcement : 8-Ø16 (b) Section : 400×400 mm Long. reinforcement : 8-Ø26 Same as 4.1. Use design strength of concrete (fod=13 MPa) and steel (fy=365 MPa).

Calculate the maximum axial load that can be carried by the tied columns given below. Materials are, C20 and S420. Use characteristic strength of boh materials. (a) Section : 400x400 mm Long. reinforcement : 8-Ø16 (b) Section : 400×400 mm Long. reinforcement : 8-Ø26 Same as 4.1. Use design strength of concrete (fod=13 MPa) and steel (fy=365 MPa).

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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