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  1. nishaf

    Long Term Deflection in Flat slab could not be controlled... Please help

    Hello Engineers, I am a junior Structural Design Engineer. Please help me for a finding a solution on a Long term deflection problem (BS 8110). It comes beyond the limiting deflection. As you can see in the SAFE file, the deflection between the span D3 and D5 shows more than 30mm at the end of...

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