I can't fix the ground safety stress error

F

fundasude

New Member
hello friends, I CANNOT FIX THE ZG ERROR IN MY RADYE BASE in my simple 3-layer system. I have exceeded the relative floor drift, but this is not happening. The building is adjacent to the building. soil bearing capacity:qt= 2.57 kg/ cm2=25.7 t/m2 local soil class: ZE earthquake direction: DD2 soil bearing coefficient: 2160 t/m3 latitude:38.732177 longitude:27.557841 Values for DD2=ss:1.024 ,s1:0.249, pga : 0.417 , pgv: 24.755 values for DD3 = ss: 0.398, s1: 0.098, pga: 0.165, pgv: 9.656 latitude and longitude and other spectrum values I manually enter and save. Can you send me a link to upload my project, I need help very urgently.
 
Re: GROUND SAFETY STRESS ERROR PLEASE HELP Hi, use a file sharing site like wetransfer.com. Before uploading files to wetransfer, press the 3-dot button and choose your sending method as "link". Then upload your file and add the link to the forum after the upload is finished.
 
Re: GROUND SAFETY STRESS ERROR PLEASE HELP hello, your foundation is not recovering due to negative ground tension, if you do not mark the negative ground tension option in the foundations, the control will not be done anyway, the value may be neglected. Good luck with...
 
Re: GROUND SAFETY STRESS ERROR PLEASE HELP
"inş.eng":2kxema13" said:
hello, your foundation is not recovering due to negative ground tension, if you do not tick the negative ground tension option in the foundations, the control will not be done anyway, the value can be neglected. Take it easy...
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I LOOKED FOR THIS VALUE AND I HAVE NO Idea OF WHAT VALUE IT CAN BE NEGLECTED. IF I DON'T CHOSE MY PROBLEM WILL BE AWAY, THANK YOU VERY MUCH FOR YOUR INTEREST I ACTUALLY HAVE ANOTHER PROJECT THIS TIME ALSO THERE IS NO KIND OF RELATIVE FLOOR SHIFT IN THE Y DIRECTION. I CANNOT PLAY WITH MY COLUMN DIRECTIONS. IT CANNOT PLAY WITH MY COLUMN DIRECTION. THE OTHER SIDE IS BROKEN :) THE DATA ATTEMPT WAS MADE MANUAL AGAIN CAN YOU LOOK AT WHAT I CAN DO TO FIX THE SITUATION??
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Re: GROUND SAFETY STRESS ERROR PLEASE HELP pull calculation should be done for negative stress It is important in which region and how much area the negative stress is. low value probably won't be a problem but it should be checked and checked.
 
Re: GROUND SAFETY STRESSING ERROR PLEASE HELP I had another project that I was dealing with with relative floor offset, can you please check it out if you don't mind? z I need an opinion, I added it in my above message
 
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