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Turkish I thought of carrying the closed exit in the system to the rib beams between the (AC) axis due to inconvenience of the architect, but I have hesitations, my experienced brothers, can you help me. I don't want to make a mistake like making beams attached to the column, I wanted to consult you, or I wanted to consult with you. Should I pull the closed protrusion between the axles back 20 cm to connect the beam properly?
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architectural nuisance
- Thread starter prol0gic
- Start date
Emrah YILDIZ
New Member
Hello, In your project, the slab edge to the right of the S2 column is not connected to the column. Therefore, the basic calculation cannot be done correctly.