Ni weak coat

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FORUM CONTAINED IN AUTHORIZED Our ADDITIONAL PROJECT Me N NUMBER (0.60 WEAK LAYER ERROR GIVES. BASEMENT increase of LOW FLOOR THAT IT AND MY SITE STIFFNESS was NOTIFICATION IS REQUIRED. ACTUALLY BASEMENT AREA UPPER FLOORS BY'm KANAATİNDEG which BASED ON VERY LOW TO BE BUT if you INDICATE THE ISSUES RELATING TO REMEDY SEVİNİRİM BASEMENT NE I KNOW HOW I CAN ENLARGE IN UFALT. THANKS IN ADVANCE FOR YOUR HELP AND VIEWS
 
Re: Nİ WEAK FLOOR Hello; In your project, the 1st basement floor has already been defined as a rigid floor, you do not need to select the "Flooded / non-continuous panel on all floors" option for your panels on the 1st basement floor. If you do not select this option, the panels in your basement will be included in the effective cutting area calculation and the problem in your project will be solved. Best regards.
 
Re: Nİ WEAK KAT Hello: In your project: 1. Two foundations appear on top of each other in 10 axis. you need to delete TK33-35 in the upper elevation. (wrong in terms of modeling) 2. Undesired loads may come from other foundations on the underlying foundations in places with such level differences. (D11, d=15 cm) does not provide A2-A3 irregularity when 15 cm slab is given. The best solution is to put beams on the free edges or to increase the thickness of the slab by 20 cm. I made 20 cm and it saved. GOOD LUCK WITH.
 
Re: NIZIF FLOOR
"batuhann28522":17t94b3e" said:
Good afternoon, I could not solve the weak floor problem in the steel roof over reinforced concrete project, can you help me
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Hello, -Lots of unconnected slabs and beams on the ground floor There is a column. These columns are not included in the shearing area with the floor effect. In the Frequently Asked Questions about weak story irregularity, see item 35
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and the link below:
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Note: Dilatation between blocks in the project you need to leave the joint.Good work
 
Re: Nİ SAYIF FLOOR
"Levent Özpak":ouarrp4v" said:
Hello, -There are many columns on the ground floor that are not connected to the floor and beam. These columns are not included in the floor effective shear area. With weak floor irregularity You can check item 35
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in the FAQ section and the information given in the link below
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Note: You need to leave dilatation joint between blocks in the project Good work
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Thanks for your answer but what is your suggestion What should I do? Could you look at the steel roof? There are 20 unconnected 50*50 columns, their surface areas (0.25*20 = 5 m2) I made these 5 m2 by adding 5 to the +Awx +Awy part, is it right or wrong?
 
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