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Can you review my project and tell me my missing and mistakes?
- Thread starter MEHMET123
- Start date
Re: Can you review my project and tell me my mistakes and mistakes Hello My suggestions; --Take R=7 in both directions, --Choose the continuity as high, --Fix the semi-rigid diaphragm, --Make the foundation thickness 70-80 cm, --If you are not going to use the attic, remove the wall loads, reduce the moving loads, --Model the staircase and build Solve it together with. (it's up to you) Ünver ÖZCAN Project is attached;
Re: Could you please review my project and tell me what's missing and my mistakes In addition to what Ünver said: You should combine more beams in the stair hall of the building. There are already ventilators, WCs, bathrooms in that area. Stair hall flooring live load is faulty. There is a lot of strain on the balcony, it seems more correct to turn with a beam and make normal flooring instead of console flooring. The carrier system behavior coefficient is incorrect. Convert beams (K36-K37) (k19-75) (58-59) (74-16) (68-10) (70-71) (41-91) (92-93) into single beams. Make curtain P14-P15 a single curtain. Beam loads include both wall and live loads. There are some errors in the fundamentals. (s24, below s26, CF64 foundation, P31, p32 under-curtain foundation and p33-34, etc.) In the basement floor, although the p08 curtain does not continue on other floors, the basement is not marked. You can apply the live load reduction factor. I think it would be a better choice to put curtains in some places instead of making so many stud beams. N. YILMAZ
yunussacikk
New Member
Re: Can you review my project and tell me my mistakes hello - I see Turkish-style toilets in the project. On the 2nd floor, your S32 and S33 slabs must be 20 cm thick and the beams to which these slabs are attached must be 60 cm deep (the beam must be 3 times the slab thickness). It won't be a problem as your beams coincide with the top of the walls. Since it is cantilever flooring, it makes sense to make 20 cm. It will be healthier to deepen the beams without thinning the flooring. -You have curtains even in the core, your R coefficient cannot be 8. In the ceiling of the 3rd floor, the depth of the beam should be 3 times the floor. You can deepen the beam you removed from the console to the end of the protrusion, and you can deepen the other beam to which it is attached inside the building, and it will stay under the wall anyway. -You have some walls on the big floor between the elevator and the ladder, you can apply them to the floor either as a linear load or as a live load. -For the majority of the columns to use 25/60 uniform formwork, you can make 25/50s of 25/60 and it will not be a problem as it will stay inside the walls.
Re: Could you please review my project and tell me what's missing and my mistakes FIRST THANKS FOR YOUR ANSWERS. I AM USING LICENSED IDE VERSION 6 - HOW CAN I JOIN BEAM AND SCREEN JOINTS. THIS TIME IT IS NOT BENEFITED WHEN I MAKE THE DIVISION ICON ACTIVE. -WHERE-HOW IS THE MOVING LOAD REDUCTION COEFFICIENT DECREASED?
HakanŞahin
Administrator
Re: Can you review my project and tell me my mistakes
7 version free of charge."MEHMET123":2ehd2q1t" said:FIRST THANKS FOR YOUR ANSWERS.I USE LICENSED IDE 6 VERSION -HOW CAN I MAKE BEAM AND CURTAIN COMBINATIONS CAN I CONTINUE COMMITTER? THE voyage is not supported.-WHERE-HOW IS THE MOVING LOAD REDUCTION COEFFICIENT REDUCED.
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