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- Thread starter ALKN
- Start date
Mr. ALKN My suggestions for your project 1- Put beams under the walls of 20 cm 2- leave space by taking into account the support of the stairwells on the floors 3- correct the errors in the columns (B) 4- make the foundation raft 5- solve the semi-rigid diaphragm and the superstructure interactively (the stairs are in static 6- K46 beam supports, which are cantilever, are faulty (must be supported from console to console) Take it easy Ünver ÖZCAN
Your alpha S value is less than 0.75, use R as 7. You have A1 irregularity in Y direction on all floors except the last floor. Since the placement of the curtains is not symmetrical, the building twists. Reduce the irregularity of A1 by enlarging the columns with maximum displacement in the Y direction in the Y direction or place the curtains symmetrically. P08 curtain on the ground floor does not provide the minimum thickness. Make it 30 cm wide. There are faulty columns in the column beam junction areas. If the ground floor of the building is a shop, B1 irregularity may also be present. The Get brick cross-sections the same as the top floor option is selected. Change it from floor parameters by canceling it and calculating it manually. Divide elevator and stairwells with beams. (I think) Stair loads are not entered. That's all for now. Good luck with