For a compression member, what are the limit states ?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1) For a compression member, what are the limit states ? In your own words, explain briefly.
2) For a two-span & one storey 2D frame, calculate the effective buckling length for the middle
column (using G formula…)
Parameters you will choose :
sway permitted/prohibited, span length, storey height, beam and column sections, material quality etc.
3) For a single HEB/HEA section column, calculate the maximum axial compression load.
Parameters you will choose :
HEA/HEB dimension, end restraints, intermediate bracing in one/ two direction, total column length, material
quality etc.
Transcribed Image Text:1) For a compression member, what are the limit states ? In your own words, explain briefly. 2) For a two-span & one storey 2D frame, calculate the effective buckling length for the middle column (using G formula…) Parameters you will choose : sway permitted/prohibited, span length, storey height, beam and column sections, material quality etc. 3) For a single HEB/HEA section column, calculate the maximum axial compression load. Parameters you will choose : HEA/HEB dimension, end restraints, intermediate bracing in one/ two direction, total column length, material quality etc.
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