BEAM

aet

New Member
IDE STATIC BEAMS SOLVE MY TABLE OR RECTANGULAR SECTION. IF IT IS WITH TABLE, DO YOU CONSIDER THE FLOOR TEARS ON THE EDGE OF THE BEAM?
 
It dissolves with the table, tears are not taken into account. If you have a slab gap large enough to change the behavior of the beam, do not draw it from the inside with the slab edge and connect it to the beam, it would be a better solution.
 
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