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.
A W14 x 53 section is encased in an 18 in x 22 in concrete section. The composite column is 15 ft in length. In addition to the steel hot-rolled section, 4 #9 bars are placed as shown across the column cross-section. Determine the design strength, ϕP…
I am new in staad pro so please answer this question in very easy language....!
When we design plate element than staad output gives concrete design results but i can't read them.....
can anyone help me to read plate element design results.....
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