• Nodal Displacement and Member displacement and its allowable as per BS5950

    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.
  • RE: Standing in REAL ; Failing in model

    It might help to view the Track 2 output for the two members side by side. I've attached them here. What I notice is some differences in the effective length and Mx demand that probably account for the difference in the final utilization ratio. …