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  1. Mike7117

    Two-Way Slab Edge Support

    In the design of a two-way flat slab, would it be appropriate to consider that a "column strip" exists along the perimeter of a building that has a continuous 10" thick concrete foundation wall. If the slab is connected to the wall with dowels, would there not be a region of negative moment...
  2. Mike7117

    Seismic Forces

    Regarding ASCE allowable stress design load combinations, and considering seismic force "E", it is shown that the calculated seismic force is an ultimate force. When I compute the base shear value "V" per ASCE equations, is this load also an ultimate force that needs to be reduced to compare to...

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