deflection limit exceeded

O

ozgur

New Member
Friends, in the project I drew, the deflection limit of the K34 beam is exceeded can you help me, the project is attached
 
Mr. Özgür My suggestions to the project -Make the K34 beam 80 cm, center the columns, (it saves the calculation.) -It would be better if the K34 solution on the terrace floor was not good, or replace the static system here, -Fix the (B) errors in the columns, -The wall above the rib beams Check the loads, -The upper rigid floor number will be -1, - Add the stair loads, - Solve the building with a semi-rigid diaphragm, - Subtract 30 cm from the narrow sides of the columns from 25 cm, - The floor deflection exceeds the limit, correct the error Good luck with. Unver ÖZCAN
 
You must log in or register to reply here.
Back
Top