N MAX AND REINFORCEMENT PROBLEM IN BEAM

S

SZRdizayn

New Member
Hello, As can be seen in the file I attached, I am faced with the problem of insufficient Nmax and reinforcement in some beams of the basement floor. No matter how much I edited with reinforcement and beam sections, I could not get any results. Can you help by reviewing my project? If there are errors in data entry, can you write them too? Thank you for your interest. Best regards;
 
Hi My Suggestions: --Remove the DS on the beams, --Check the load safety TS498-TS500, --Check -4.8.5.1.-4.8.5.2....., --Complete the calculation by making all finite element widths 0.25 m. Account saves. Unver ÖZCAN
 
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