(B) Column shear insecurity

A

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HOW MUCH I HAVE CHANGED THE DIMENSIONS AND DIRECTIONS OF THE COLUMNS AND FINISHING CURTAINS WHICH MADE B UNSAFE IN THE PROJECT I HAVE SUPPLIED IN THE ATTACHMENT, I HONORED HOWEVER I SAVE IT I MADE THE PROJECT FOR THE FIRST TIME WITH THE NEW VERSION.
 
Re: (B) COLUMN CUTTING SECURITY Hello Check the coordinates in the wizard, it's up to you to fix the mistakes in Project (B). Unver ÖZCAN
 
Re: (B) COLUMN CUTTING SECURITY Hello When you click on Select a point on the map, the place given as a Template appears. Enter the coordinates of your location, install and exit the wizard. Unver ÖZCAN
 
Re: (B) COLUMN CUTTING INSECURITY Hello friends, in the attached project the raft basically shows excess reinforcement, the spacing does not provide more than 12 cm.. without enlarging the reinforcement diameter. How can a solution be made? I'm solving for the first time in the new system.. I would appreciate your help..thank you in advance
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Re: (B) COLUMN CUTTING SAFETY Hello My suggestions:
"unalmh":32xmidjd" said:
Hi guys, the attached project also shows excess reinforcement on the raft, spacing does not provide more than 12 cm. reinforcement. How can a solution be made without enlarging its diameter? I am solving it for the first time in the new system.. I will be glad if you can help..thank you in advance
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--Your structure does not provide TBDY 4.3.4.6 control.(Provide this first, then examine the economy of the reinforcement on the raft.) --Take the live loads on the beams (if 0.5 beam width-0.2 wall thickness)*0.2 hy=0.06 t/m2 --You can remove the wall loads on the 3.4th floor and reduce the floor loads, - Mark the-4th floor as the Elevator engine room, - -If it does not save after doing these, add curtains or enlarge the curtains.
 
Re: (B) COLUMN CUTTING RELIABILITY FOR EXAMPLE, THE S13 COLUMN HAS NO CHANCE TO TURN AT THE SAME TIME, EVEN IF I DO 45/70 THICKNESS AGAIN, IT CANNOT SAVE. THE S9 COLUMN EXHIBITS THE SAME ATTITUDE, I CAN'T ELIMINATE THE B SECURITY IN THESE TWO COLUMNS
 
Re: (B) COLUMN CUTTING UNSAFETY Atg 1978, you need to increase the cross-section of beams K15 and k30. Also model the basement curtains as shells.
 
Re: (B) COLUMN CUTTING INSECURITY
"[email protected]":1sllnoh2" said:
WHEN I HAVE SUPPLIED THE PROJECT, B WHICH GAVE INSECURITY, DIMENSIONS AND DIRECTIONS OF THE COLUMN AND SUBSTRUCTURE CURTAINS HAVE BEEN REPRODUCED. I'M DOING A PROJECT FOR THE FIRST TIME I DON'T KNOW WHETHER THERE IS AN ERRORS IN MY SETTINGS I THANK YOU FOR YOUR HELP.
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Hello, The general findings and suggestions for your project are as follows; In the properties of this slab, it would be appropriate to select the option "Creating a rigid diaphragm" in the Static tab. -Model the basement curtains as shells. Select larger reinforcement diameters in the reinforcement selection dialog. -Select larger additional reinforcement diameters in the reinforcement selection dialog for solving the reinforcement shortage problems in the slabs. - In cases where the continuity of the adjacent slab changes within itself, slab reinforcement axles On the ground floor D04 slab that can be edited. -In order to solve the problem of insufficient reinforcement in some continuous foundations, larger stirrup diameters can be selected from the reinforcement selection dialog. -It would be appropriate to enter the continuous foundation between the columns S4-S2 in one piece. -You can review the 9th item in the frequently asked questions document for the solution of column beam joint shear safety (B) problems.
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Good work
 
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