Deflection Problem and Insufficient Reinforcement

E

elifabus

New Member
Hello there; In my project in the link, I could not solve the problems of beam deflection and slab flooring reinforcement deficiency. I request your help. Thank you from now.
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Hello, In the project; *There is a small beam fragment formation at the intersection of beams K13-K15 and K02-K37. To prevent this, define the slab edges of D16 and D03 slabs within 1 cm. *Also, there is no knot point on the beams at the point where the floor edges of some balcony floors are connected to the beams. *It is appropriate to enter the upper rigid basement floor number -2. In the attached project, the above-mentioned situations were arranged in the basement and ground floor, and the ground floor was copied to the normal floors. Good work
 
Hello Levent, in addition to the suggestions of the brain --The ladder has shrunk according to the architecture, make the beams around it 25/50 --does the ladder go up to the attic? --Do you have flooring for elevator machine? --make the joists on both adjacent sides of the building 25/50 --make the joists at the side of the vent 25/50 --The ventilation gap is added to the flat at the floor entrance in architecture, the top floor and subfloor need to be added --Check the wall loads. (There is no wall load in the deflection beams.) --Ladder loads are missing (if you solve it as a semi-rigid diaphragm, you will see the condition of the ladder.) --Fix the column (B) errors --Increase the width of the rib beams (the ones with more span), center the columns -- Look at the floor group C and D if the superstructure is interactively solve --Make the narrow sides of the column 30 cm Take it easy Ünver ÖZCAN
 
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