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  1. eigen21

    Impact Loading of Weight Drop

    To solve sudden drop of weight to the beam I'm currently utilizing equation in Sec 2.8-3 'Design of Welded Structur' y Blodgett. F = Wb + sqrt(Wb^2+2*K*Wb*h) My problem is that actuall 'K' is too big So, I'm getting too big F supporting strucure is too stiff (depth is 6' slab) also loading...

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