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  1. pdel

    Designing an attached slab

    Do you think that I can do the design with the SAFE program? is the cross section analysis better?
  2. pdel

    Designing an attached slab

    I am designing a slab as a cover for a balcony (small 12 feet by 5 feet attached to the existent structure at the 4th floor). How can I draw it in SAFE in a way that I am not recalculating the existent building and it give me all the moments, shear forces required for the slab.

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