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  1. Waqas Haider
    Assalam o alaikum. If we model a rectangular beam in ETABS with slab on both sides of beam, will it be designed as a TEE beam or rectangular beam? More over in real structures and manual calculations, Nearly every beam is cast monolithically so should all the beams designed as TEE beam? If yes then what is practical example of rectangular beam carrying slab load?
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