• Reinforcement sizes and Number is not adequate after analysis

    I am doing an analysis of a G+3 structure with a truss. The reinforcement size that I am getting after the analysis of the structure with complete loads defined is not adequate as pointed out by my superiors. Please help me find out the mistake that I…

  • seismic analysis dynamic and static difference

    Kindly do clarify my following doubt 1. I have attached three model a.static analysis model b. Dynamic analysis using reference load method c. Dynamic analysis without the use of reference load method a. Static method STAAD SPACE START JOB INFORMATION…

  • how to apply clause 6.4.3.1 regarding moment of inertia of RC sections of IS 1893(part1):2016 in staad connect model?

    as per the latest code, this major change has been introduced. How to take care of this clause in staad model? Please guide.

  • how to check clause no 7.6.4 IS 1893 part 1 in staad pro model (clause regarding diaphragm)?

    May anyone please guide how to apply diaphragm command in line with above mention clause? any special command in Staad-pro to take care of this check.

  • SEISMIC

    SIR I WANT TO KONW WHY MASS IS PROVIDED IS PROVIDED IN GX AND GZ DIRECTION IN MASS REFERENCE LOAD CASE.

  • PHYSICAL MODELER; How to include Dead Load, part of Live Load in Seismic weight, under Seismic definition using IS 1893-2016?

    UNDER PHYSICAL Modeller I am unable to add a load Group e.g a Dead Load Group (which is a Reference load case in analytical modeling) and say 30% of Live load in calculating seismic weight in seismic definition using IS 1893-2016 . Kindly guide…

  • AS PER IS 1893:2016

    Can anyone please explain how to do modeling as per new IS 1893:2016. which has advised to model strut for a URM infill walls, cracked section criteria and any other major point which are needed to be considered. Thank You Kedar Desai
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