Project curtain reinforcement deficiency

Hello My suggestions; --one. Since there is no floor in the basement, remove the rigidity tick, --Make the elevator curtain as a group, --Do not make cantilever beams from S1-S10 columns, (Do not make such modeling regardless of the number of floors of the building. Create a frame.) --Frame the outer columns on the ground floor ceiling You are the one who connects. --Enter if there is an elevator machine floor, --2. You can reduce the live loads on the floor ceiling, remove the wall loads, --Make a solution by modeling and supporting the ladder, --Complete the calculation by making the finite element widths 0.25 m in the final calculation. Unver ÖZCAN
 
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