• Bug in Warping constant in AISC360-16 Chapter E.4 (STAAD.Pro ver.22.04.00.40 )

    Koki Nozaki
    Koki Nozaki
    STAAD.Pro ver. 22.04.00.40 ” The correct Cw (Warping constant) value is not assigned by the members ” I modeled all these members in the GUI. Other than PG(Plate Girder), I used American Property, and created User table about PG. Here, I compared…
    • over 2 years ago
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  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
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    • over 2 years ago
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  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
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    • over 2 years ago
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  • How to Model complex Concrete building projects ?

    Sulaiman Ade
    Sulaiman Ade
    What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?
    • Answered
    • over 3 years ago
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  • Staad Plant Foundation: Why footing size too large by using IS code?; While US code give appropriate size!

    Arun Chugh
    Arun Chugh
    1) Please Suggest modification, correction in my Staad Foundation file, for since I am Getting very large sizes in (approx Twice in Plan, 20 time in thickness). a) Used IS code /IS 456, Si units, compared with US code SI units, Code ACI 318 -14 b) Loads…
    • over 3 years ago
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  • PHYSICAL MODELER; How to include Dead Load, part of Live Load in Seismic weight, under Seismic definition using IS 1893-2016?

    Arun Chugh
    Arun Chugh
    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…
    • over 3 years ago
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  • RC designer beam fail

    Subin kumar
    Subin kumar
    Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD
    • over 3 years ago
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  • Gantry crane design

    Pasan
    Pasan
    Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…
    • over 3 years ago
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  • SEISMIC LOAD & VERTICAL LOAD

    ARPAN GHOSH
    ARPAN GHOSH
    ONLY ONE DL & ONE LL.STD Sir/Madam, I am attaching a staad file. I had deleted all the loads, only using 1nos Dead load & 1nos Live load. Defined the same in Seismic definition. Kindly refer memeber no 77 (corner column). The axial load in this…
    • over 3 years ago
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