K kltinsaat New Member Jul 7, 2011 #1 Greetings everyone. The project is going to drive me crazy!! When I leave 4 floors (Z + 3NK) with 4 floors, I can't provide the shear safety in the column-beam junctions. I look forward to your help, thanks in advance. where am i doing wrong?
Greetings everyone. The project is going to drive me crazy!! When I leave 4 floors (Z + 3NK) with 4 floors, I can't provide the shear safety in the column-beam junctions. I look forward to your help, thanks in advance. where am i doing wrong?
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, COLUMN BEAM JOINING ZONE