Increase in Curtain Reinforcement on the Ground Floor

[mafmim]

I tried to solve the gradual foundation, but the reinforcement in the columns and curtains in the 1st basement floor is way above the normal, where am I going wrong? What other errors do you see? file link :

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[unver]

Mr. mafmim My suggestion: --Column (B) errors, --Rib error in geometry control, --Fix the stair support conditions --The narrow sides of the columns are 30 cm, --Make the S5 column a curtain to create symmetry,(It would be good if the K5 beam is also supported It happens.) -- K19 and K22 (25/50) beams are stuck into the K5(25/32) beam on the 1st floor ceiling. Make beams K19 and K22 25/32. Increase the width of the beam K5, (THIS MUCH STUD IS NOT SUITABLE) --Give the horizontal soil load from the raft (D14) slab to the P6 and P7 bulkheads. Take it easy Ünver ÖZCAN EK: MOLD PLAN

 

[cakilomer]

Let me tell you a few things in addition to my professor Unver; 1) Linear load definition in hollow slabs does not contribute to the calculation, instead you can increase the slab loads. 2) Keeping your teeth as continuous as possible is beneficial for the system. 3) I recommend you to record your whole system. Best regards

 

[NYILMAZ]

Sn mafmim .......... -- K19 and K22 (25/50) beams are inserted into the K5(25/32) beam on the 1st floor ceiling. Make 25/32 Increase the width of the beam K5,(THIS IS NOT SUITABLE TO STUD) ........

Same problem applies to beams K10 and K27 on floor 1. K20 beam is stuck in single cantilever position The definition of linear load on rib flooring is also important. There is no data entry in this way.