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  1. Hamid2019

    ETABS SLAB AND DECK - DIFFERENCE IN DRIFT

    Hi everybody, I have a problem in my ETABS model for steel structure 20 floors building. I have a one way slab and I have used one way DECK for my floors and building's drift is huge, but when I have changed the floors to SLAB (Shell thin or Shell Thick) its drift in lateral load is reasonable...
  2. Hamid2019

    SAFE-PUNCHING SHEAR

    Josh, both columns have the same size and truly aligned. and column above doesn't have any moment.
  3. Hamid2019

    SAFE-PUNCHING SHEAR

    Hi Guys, I have a problem with safe punching shear in column location when I have both column above and bellow. In this point the model shows 1.80 ratio for punching shear but when I remove the above column it goes to 1.10. would you please help me if you know the reason and solution. Thanks,
  4. Hamid2019

    ISSUE IN WALL ABOVE MODELING ON PICK UP BEAM IN SAFE

    thread802-237298 Hi Every body; I have a safe model with wall above that it is settled on pick up beam in the slab, I have got amazing output for moment diagram of beam (see attachment). Would you please take a look on this issue and help me how I have to consider wall above on a beam on slab...

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