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Posted: Tue Dec 08, 2009 10:36 pm Post subject: column analysis working stress vs limit state
am working on a project and also studying.
my question is when designing with working stress is eccentricity considered.
column size 450 * 200, main reinforcement 8y20, total loading = 731.39kN/m no calculations were included for eccentricity
if any further information is required please let me know and i will email the structural plans as well as the engineers calculations
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