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Civil
STAAD.Pro
Bentley Structural
BS 5950
displacement
Strength Design
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Structural Analysis
earthquake design
md armanul hoda
***WARNING: THE FACTOR FOR DYNAMIC ECCENTRICITY FOR LOAD# 6 IS ASSUMED TO BE 1.5.
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Nodal Displacement and Member displacement and its allowable as per BS5950
Yashwant Naik
I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
over 3 years ago
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