Insufficient rib reinforcement

D

design_building

New Member
hello, ANY INSUFFICIENCY DOES NOT APPEAR IN THE REINFORCED CONCRETE DESIGN RIBBON TAB, BUT ERRORS RESULTING FROM AS INSUFFICIENCY APPEAR IN THE ELECTIVE REPORTS. I WOULD LIKE TO HELP. IT WOULD BE PERFECT TO SEE OBJECTS THAT DON'T SAVE BITCHES ON THE PLAN
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Hello again, the lack of reinforcement warning in the Construction Summary Report in your project is due to the raft flooring additional reinforcements. In the raft slab Reinforced Concrete dialog, AS(-) warning is given for the 2nd reinforcement axis. To solve the AS(-) problem, larger additional reinforcement diameters can be selected from the Rebar selection dialog. The problem in the Rib Report is the deflection problem... D17-20-21 ribs were solved as cantilevers due to the faulty formation of some floors and small floor areas. Arrangements made to solve the problem; - For the trim issue on the K32 beam, the beam was terminated near the middle of the K25. -The width of the beams K15-16-17-18-19 was arranged as 25 cm, and the ribbed floors of D21-20-17-15-13 were redefined. Except this; In the project, the elevations of the S4- and S5 columns on the ground floor are not compatible with the basement floor. The columns are given an upper level of 100 cm in the basement. However, no elevation is given on the ground floor. You can download the edited version of the project from the link below.
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Note: Failure to give a deflection warning in the Nervür Reinforced Concrete dialog, problems with beam trimming have been recorded in our notes. Good work
 
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