• STAAD PRO CE

    Hello Everyone. I just want to know when we model water tank with top, bottom and conical dome. after analysis we got result in terms of stresses for which we need to provide R/F. Now can you please tell me if Sx*thickness give hope force and it…
  • staad pro ce

    Can anybody tell me why its happen with plate element the moment of one or two plate element is exeed. The SS attached below if you see the graph than tha value of moment is very less except 1 or 2 plate element. I m confused for what value should…
  • STAAD PRO CONNECT EDITION

    Whenever i want to apply floor load or any other load like wind load etc in which we need to define x ,y & z ranges. if i am defining y range than it will automatically take x and z range. why its happen i don't know. kindly resolve the issue.
  • Regarding Staad Pro Connect Edition.

    Hello Everyone. 1. Can anybody tell me what is the difference between load combination & Repeat load and which one is better for consideration for generating load combination with moving load.(Please explain in detail don't tell to refer any clause…
  • REGARDING PILE CAP

    WHEM I WANT TO DESIGN PILE CAP THAN IT NEED TO DEFILE PILE CAPACITY IN WHICH PILE DIA, COMPRESSION CAPACITY, TENSION CAPACITY AND SHAER CAPACITY SO MY QUESTION IS IT IS CALCULATED MANUALLY IF YES THAN FINE IF NOT THAN HOW TO PIC THESE VALUES FROM STAAD…