Basically about insufficient reinforcement and deformation

yusufgok

New Member
-Basically, I get a(s) error in the reinforcement calculation. Q16/18 I don't want to lower the upper and lower grids and increase the diameter of the reinforcement. -When I check the deformation results, I get too much deflection in the beam with a large span. I do not meet with a deflection error alone. Is this normal? PROJECT LINK :
You do not have permission to view link Log in or register now.
DEFORMATION CURVE:
 
There is no problem with your raft flooring reinforcements in your project. The problem is with additional equipment. Additional reinforcements appear to be missing at three points. Remove the ticks (x marks in the box) in front of the mat flooring. After analyzing, if you increase the additional reinforcements to 18 reinforcements without changing the main reinforcements, there is no problem. Also; All wall loads appear as 13 cm wall loads. Isn't there a 20cm wall in the building? Or is there a wall over all the joists? All your beams show 0.350 live load. Where and how much is needed. If there is a live load, why is there a wall load? If there is no attic in the attic, there may be no walls on the beam. If there is no unit used in the attic floor, live loads can also be lowered. Again, if there is a wall on the floor in normal floors, increase the floor live loads or enter a linear load. You can apply the live load reduction coefficient. If you rework what I wrote above, maybe I won't even need to say it at first. Errors and shortcomings are not limited to these. Although there is no basement curtain in the system, the ground floor and the first floor are accepted as rigid floors in the floor general settings. There is no curtain in the structure, but R=7 is selected. I recommend trading with R=8. Stairs are not included in the system. Include and calculate with the structure. Overhaul the warnings in the geometry control. I've looked roughly, it seems that there is no problem. Then we can examine the project in detail again. Take it easy, good work. N. YILMAZ
 
Back
Top