A column 3m long and pinned at both ends carries an axial load of 190 KN. The column is made up of two-angles of unequal legs with long legn back-to-back and separated by gusset plate whose thickness is 11mm. Use A50 steel with Fy=248 MPa, Fu-415 MPa and E-200 GPa. Three sections are being considered, as follows, with their respective properties relative to this problem (all units are in meters). Section 21 125 x 75 x 12 21 150 x 90 x 10 21 150 x 90 x 12 Area (m) 0.00454 0.00463 Ia (m) 0.0390 0.0480 0.0500 Iy (m) 0.0160 0.0195 0.0251 0.00550

A column 3m long and pinned at both ends carries an axial load of 190 KN. The column is made up of two-angles of unequal legs with long legn back-to-back and separated by gusset plate whose thickness is 11mm. Use A50 steel with Fy=248 MPa, Fu-415 MPa and E-200 GPa. Three sections are being considered, as follows, with their respective properties relative to this problem (all units are in meters). Section 21 125 x 75 x 12 21 150 x 90 x 10 21 150 x 90 x 12 Area (m) 0.00454 0.00463 Ia (m) 0.0390 0.0480 0.0500 Iy (m) 0.0160 0.0195 0.0251 0.00550

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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