Reinforcement In Beams Not Fitting In The Formwork

B

baustatik

New Member
Hello everyone, good work, the flat reinforcements of the beams are too much in the project. There are 25 pieces of 18-gauge reinforcement in 70/50 section and it is impossible to fit into the mold. It does not give an error in the account report, I could not fix this situation. I would be very happy if you could help me. I would like to state that a ton has been taken. Thank you to everyone in advance. File link :
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Hello My suggestion --3. You can reduce the live loads on the floor ceiling (because the roof is carrying) and remove the wall loads. . (in K228) You should give it as .7*1.5=1.05 in 70 cm beam, (all beams should be straightened with the same logic) --When you reduce the moving load, it goes down from 22Q18 to 21Q18, (only when K228 and K219-K220 live loads are adjusted) --There will still be some that don't fit Make the beam bars Q20. Take it easy Unver ÖZCAN
 
Unver, if I am wrong, please correct me if I know that the live loads we enter in the beams are not entered as a unit. Do I need to calculate and enter the live load according to the cross section of each beam. Also, even if I choose fi 20, it still does not fit into the beam. Do you have any other suggestions that can correct this situation?
 
Hello. According to the width of each beam, you need to enter the live loads on the beam. If Q20 does not fit, correct the ones that do not fit in the second row in the drawing, write a note so that it is not overlooked. Unver ÖZCAN
 
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