Q2: A(500*400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied1000 kN is applied at eccentricities (c ey 200mm). Check theservice dead load Padequacy of the section. Let fe -25 MPa. f -400MP..(D)602806075350751.coleo

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Q2: A(500 400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied service dead load P 1000 kN is applied at cecentricities (c cy 200mm). Check the adequacy of the section. Let fe -25 MPa, f, -400MPA. (D) 60 280 60 75 350 75

Q2: A(500 400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied service dead load P 1000 kN is applied at cecentricities (c cy 200mm). Check the adequacy of the section. Let fe -25 MPa, f, -400MPA. (D) 60 280 60 75 350 75

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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Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

Q2: A(500*400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied
1000 kN is applied at eccentricities (c ey 200mm). Check the
service dead load P
adequacy of the section. Let fe -25 MPa. f -400MP..
(D)
60
280
60
75
350
75
1.
coleo

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