column beam curtain connections

asilturk1981

New Member
Can you check if there is a problem in the connections of pillow beams, columns and curtains in the system I created, I have a problem while creating the flooring, when I calculate, the beam connection is made, but in the reinforced concrete-beam-reinforcements section, the reinforcements are not as they should be, do not the pillow beams need to pass through the curtains, for example, the basement floor P179 How should I make the beam connection on the curtain?
 
Beams connected to the panel object in the long direction should not be connected to pass over the panel object. Beams connected correctly to P179 panel. However, the longitudinal beams attached to the P107, P178 and P194 panels are faulty. These beams should be connected from the left and right nodes of the panel. They should not pass over the panel. In addition, it would be appropriate to enter an L type polygon column instead of the S65 column and the P177 panel.
 
Another situation that comes to my mind is load transfer in the connection areas. When we look at the reinforcement arrangement of the beam, which is defined between the columns S158 and S153 and has misalignment from the bottom, the beam is outside and the reinforcement is squared, as long as the beam is connected to the columns, is the load transfer done correctly? Thanks for the reply...
 
"asilturk1981":klvr4ol5" said:
Another situation that comes to my mind is load transfer in the connection areas. When we look at the reinforcement arrangement of the beam, which is defined between the columns S158 and S153 and has a misalignment from the bottom, the beam is squared outside and the reinforcements, load transfer is correct as long as the beam is connected to the columns Thank you for the reply...
In the 3D frame mode in the perspective window, the rigid arms in the column-beam junction show that the load transfer of the connections is formed correctly.In addition, in the Beam Information and Static Results Report, it can be seen with which elements the beams are supported.
 
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