Curtain cut safety is not provided

S

sara

New Member
hello, I couldn't provide the shear force on the P01 curtain on the ground floor, I would appreciate if you could help me with this, have a good work everyone
 
Hello, -2. Except for the basement, the outer axle columns on all floors do not have connections in the other direction (weak axis). Retract the floor thicknesses from 15 cm to 12&#39; cm (if it saves them) and connect all the outer axle columns, even if it is a lean beam (50/60x36). Otherwise, the earthquake performance of the building is very low ( <can güvenliği) düzeyde olacaktır. Eğer, oda tavanlarında yatık kiriş dahi istenmiyorsa, diğer döşeme sistemlerini önerin. Gözden geçirmeniz gereken başka hususlarda vardır.
İyi günler...
 
Hello My suggestions; --Remove the rigid floors(-1 and -2), there is no basement curtain --the errors increase when the stiffness is removed and calculations are made. --It would be better if you add curtains to the system, the curtain is less, --It may be necessary to build an elevator platform. --Connect the corner columns in both directions, --Fix your stair abutments incorrectly, --Reduce the live loads in the attic, remove the wall loads Good luck Ünver ÖZCAN
 
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