• Nodal Displacement at Ridge/Apex node

    Hello, I have modelled a space braced frame industrial warehouse and I would like to have the vertical deflection of the Rafter for checking serviceability limit. The span of rafter is 16.9m. I find ridge nodal displacement is higher than L/300 (as…

  • Industrial shed design...side walls opening for wind flow

    I am designing an industrial shed. Can I enclose the shed all from the four sides up to the lowest purlin. I have analyzed this shed on staad.pro and its OK as per ASD design methodology under wind loads. I have heard that it is important to give gap…

  • Facing Problem Regarding the Anylises of the industrial shed.

    Sir i watch your lecture on you tube. I have some problem regarding my project. I am working on some project in staad pro which was actually designed and drafted by structural Engineer . The project is the design of industrial shed. I am considering…
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