• SHEAR Failure of RAFT in STAAD PRO - need asap help

    Danish Abdullah
    Danish Abdullah
    Hi, I am modelling a substructure in STAAD Pro and after application of loads when i ran analysis i got my raft failed in shear. my allowable shear is 0.675 KPa and the actual shear stress is 1.5 KPa, i have ignored the plates under the columns and even…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Elements existing PEMB analysis always fails

    Jack Worline
    Jack Worline
    We often need to analyze existing PEMB structures and when only existing loads are applied the structure still fails. We have used the MBMA special considerations option in our design and that does not seem to help. What are we missing? Is there another…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCDC Failure

    rafanan maranea
    rafanan maranea
    Is there any article that would cite the meanings of the different failures in RCDC It is difficult to know which part of the member to adjust since calculation is not provided for failed members. Failures such as: TOP: BM-detailing Shear Det…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Residential Building Design G+5 Need suggestions

    Mohammed Umair Khan
    Mohammed Umair Khan
    Ive analysed and designed the building and Ive taken # loads 1. Dead 2. Live 3. earthquake. My structure is getting failed, please check and help me with the solution. Thank you!! Dabeerpura G+5 residential Building.std
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • L/R Exceeds Failure

    Nico Paulo Ruz
    Nico Paulo Ruz
    Can anyone enlighten me about this failure? It say failure since L/R Exceeds But removing this member, make the whole framing passed? How in the world can that member affect the whole frame? And why is the first one failed in L/R? Thanks…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concept - Design Details

    Nulukkizdin
    Nulukkizdin
    I am using RAM concept to design an elevated slab supported by both interior columns and edge walls. This is an existing structure, so I have modeled all of the existing steel with hopes of checking it against the current and proposed future loading scenarios…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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