Shelf equipment? RM AND KM difference

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cakilomer

New Member
Hello everyone, good work. In the project I sent attached, the reinforcements of the D4 landing floor in the basement floor cannot be created. I deleted it and threw it again, but the result is unsuccessful. I would appreciate if anyone can help. 2) Do you think the distance difference between RM and KM, which I think is caused by the mezzanine beam on the ground floor, is normal? I was surprised that the torsional value on the ground floor was not that extreme. Thank you for helping. , good work
 
I did not have the opportunity to examine it much, but I tried to do it twice as quickly, I did not encounter the problems you said.
 
"cakilomer":2l3h80cn" said:
Hello everyone, good work In the attached project, the reinforcements of the D4 landing floor in the basement cannot be created. I deleted it and threw it again, but the result is unsuccessful. Click the object properties command. In the beam settings dialog/Static reinforced concrete tab that opens, check the "This beam bears cantilever" option. Do the same for the P09 panel.
2) Do you think the distance difference between RM and KM, which I think is due to the intermediate beam on the ground floor, is normal? I was surprised that the torsional value on the ground floor was not that extreme. Thank you for the help. , good work
Click to expand...
The D9 slab at -170 cm on the ground floor and the slabs at floor level are the same by ticking the "create automatic rigid diaphragm regardless of connection" Solved in rigid diaphragm. Since D9 flooring is in the mezzanine floor, it can be solved by ticking the option "creating rigid diaphragm" would be appropriate. Good work
Click to expand...
 
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