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

    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…
  • RAM Elements existing PEMB analysis always fails

    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…
  • RCDC Failure

    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…
  • Residential Building Design G+5 Need suggestions

    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
  • L/R Exceeds Failure

    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…
  • RAM Concept - Design Details

    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…