double reinforcement problem

iabit

New Member
Hello there. When I entered the door and window spaces in the project, it gave a double reinforcement problem. When I changed the axis of the account, this problem was fixed, but I was not sure if it would be statically appropriate. I'm curious about your opinion. Respects..
 
"iabit":crn3l1t6" said:
Hi. When I entered the door and window spaces in the project, it gave double reinforcement problem. When I changed the account axis, this problem was fixed, but I wasn't sure if it would be statically appropriate. I'm curious about your opinion. Regards..
Hello, The fact that the floors work in double reinforcement has nothing to do with the existence of door/window gaps. Also, the problem is not solved by changing the calculation axis... Slabs with 20 cm thickness under G=0.65 and Q=5 t/m2 are in double reinforcement due to the calculated moments( section, double reinforcement in reinforced concrete calculation) is working and the program does not allow slabs to work in double reinforcement, unlike beams, and warns you for this reason.
 
Hello, Well I have to give this load. What should I do in this situation? I will be glad if you inform me.
 
"iabit":3qwbd3pa" said:
Hi, I have to give this load. What should I do in this case. I would appreciate it if you could let me know. When it is in , it does not work in double reinforcement.
 
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