• STAAD Foundations Punching Shear Dcritical value incorrect

    James Pittman
    James Pittman
    Hello, I have exported the load cases from a STAAD model to a foundation model, and I have begun the design for pile caps. However, I am getting strange values for Dcritical. I have a 48" thick pile cap, and the effective depth calculation reads as follows…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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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…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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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?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Nodal Displacement and Member displacement and its allowable as per BS5950

    Yashwant Naik
    Yashwant Naik
    I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • PUNCHING SHEAR CALCULATION IS MISSING

    Neethu Prasad
    Neethu Prasad
    PUNCHING SHEAR CHECK CALCULATION IS NOT GENERATED(MISSING0 WHILE DESINGING IN STAAD FOUNDATION FOR A PARTICULAR STAAD MODEL, INSERTING THE MODEL FOR THE QUIKEST POSSIBLE SOLUTION. KINDLY REVERT AS SOON AS POSSIBLE L-Shaped_combined_Final.sfa
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Elemental stiffness matrix

    Lester
    Lester
    Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Individual Structural Member Labels

    Gerald Miller
    Gerald Miller
    Is it possible to turn of a label for a specific structural member? I know I can move the label around, rotate it, etc. Also is it possible to turn off a specific structural member? These are all being imported from RAM. Is deleting the element in Structural…
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Gravity tilt & Load factor in Staad offshore

    Bagmass
    Bagmass
    Dear friends In Staad offshore we have option to include gravity load effect by clicking Gravity tilt. My question is can we able to consider Gravity tilt for few load case included and few load cases excluding gravity tilt. when i tried its either…
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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