• Open staad help

    Dear all, can any one send me the vb macro to extract member end forces for the selected beams from open staad for start and end location of the designed loadcase. Iam new to open staad and trying to learn .

  • Open staad

    Dear All, saw the code to extract the geometry of the selected members in open staad. a.) by the same method, can anyone guide me to extract the design forces for selected members. (the force which is governing the design) b.) Also, when i copy…

  • RE: Please see the screen shot of Response spectrum curve;

    If the length unit is Cm, shouldn't the scale factor be 980.5 cm/sec^2? The simple way to avoid any confusion is to specify the spectral acceleration as units of length divided by sec^2 (where the length units is the one specified prior to the spectrum…

  • Deflection check

    Dear All, we have a specific request to insert a middle node in all beam which are connected column to column in order to find the correct deflection. Does staad does not calculate the deflection without adding the middle node?

  • RE: user provided property in UPtable

    For unsymmetric sections there will be two values for section modulus about the axis of unsymmetry. However as the general section input can hold one input for the section modulus, it would consider the lesser of the two values for the section modulus…

  • staad pro doesn't recognize std files

    staad pro doesn't recognize std files , we have to manually select the program to open. any solutions welcome.

  • BM in pinned support, but no value

    Dear All, I have done a cqc model in staad pro. i encountered one problem, for temperature load iam getting bending moment in supports which is assigned as pinned. also the beams are getting heavy weak axis moments . Could you please sort this out…
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