Figure Q1(a) shows a 3.5 m height of 150 mm x 250 mm column, is supporting á 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 P 300 mm 250 mm 3.5 m Foundation Isometric view of column Figure Q1(a) (a) (i) Calculate the effective length of column for x-x and y-y axes, respectively. (ii) Determine the critical load of column for x-x and y-y axes, respectively.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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.
300 mm
250 mm
3.5 m
Foundation
Isometric view of column
Figure Q1(a)
(a) (i) Calculate the effective length of column for x-x and y-y axes,
respectively.
(ii) Determine the critical load of column for x-x and y-y axes, respectively.
Transcribed Image Text: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. 300 mm 250 mm 3.5 m Foundation Isometric view of column Figure Q1(a) (a) (i) Calculate the effective length of column for x-x and y-y axes, respectively. (ii) Determine the critical load of column for x-x and y-y axes, respectively.
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