Figure Q1(a) shows a 3.5 m height of 150 mm x 250 mm column, is supporting à vertical load at the top of the column. The column is rigidly supported by the foundation and rigidly connected with the beams. Given that Young's modulus, E = 15,500 N/mm2 and yield capacity, Oyield QI. 20 MPa. %3D 300 mm 250 mm 3.5 m Foundation Isometric view of column Figure Q1(a) (i) Calculate the effective length of column for x-x and y-y axes, respectively. (a) (ii) Determine the critical load of column for x-x and y-y axes, respectively.

Figure Q1(a) shows a 3.5 m height of 150 mm x 250 mm column, is supporting à vertical load at the top of the column. The column is rigidly supported by the foundation and rigidly connected with the beams. Given that Young's modulus, E = 15,500 N/mm2 and yield capacity, Oyield QI. 20 MPa. %3D 300 mm 250 mm 3.5 m Foundation Isometric view of column Figure Q1(a) (i) Calculate the effective length of column for x-x and y-y axes, respectively. (a) (ii) Determine the critical load of column for x-x and y-y axes, respectively.

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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