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Turkish I will be very happy if you review and comment on my project. I have a question, friends, if we add additional floor and wall loads on the building and design it this way, will our building move away from ductility or if there is an excess load, does the program solve according to the ductile element and add reinforcement accordingly. I am waiting for your help to stay on the solid side. I'm introducing my fear is the fear of pulling out an eye while making an eyebrow
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urgentllll helpmmmm
- Thread starter selamitas
- Start date
HakanŞahin
Administrator
If you calculate with more than necessary load, you will dimension the sections under those loads.You will start to move away from economic design."selamitas":3nwlsu1p" said:If we add additional floor and wall loads that affect the building and design this way, will our building deviate from ductility or if there is an excess load, does the program solve according to the ductile element and add reinforcement accordingly, I am waiting for your help. I introduce excess load to stay on the solid side my fear is the fear of raising an eye while making eyebrows....
"HakanŞahin":oxfy4nca" said:So, as a result of such a design, can we move away from ductile structure?"selamitas":oxfy4nca" said:if we add additional floor and wall loads that affect the building and design it this way, will our building move away from ductility or if there is too much load, does the program solve according to the ductile element and add reinforcement accordingly? I'm waiting for your help. I'm introducing too much load to stay on the solid side. My fear is the fear of popping an eye while eyebrows. You start to move away from economic design.
Levent Özpak
New Member
As a result of the analysis, if the conditions specified in Tdy 2007 articles 3.3, item 3.4, item 3.5 and item 3.6 are met on columns, beams and walls, a highly ductile design is made."selamitas":1srnwli7" said:Well, as a result of such a design, can we move away from ductile structure as well"HakanŞahin":1srnwli7" said:If you calculate with an excessive load, you will dimension the sections under those loads. You start to move away from economic design."selamitas":1srnwli7" said:if we add additional floor and wall loads acting on the building and design it this way, will our building be less ductile or if it is too high? Is the program solving according to the ductile element and reinforcing accordingly, I am waiting for your help. I am introducing too much load to stay on the solid side, my fear is the fear of eyeballing while eyebrows....
As a result of the analysis, if the conditions specified in Tdy 2007 item 3.3, item 3.4, item 3.5 and item 3.6 are met on columns, beams and walls, a highly ductile design is made. Do I need to check again after doing this, or does the ide check it and give a warning if it does not provide it?
Levent Özpak
New Member
"selamitas":tnueasde" said:I want to say that I define it as high ductile in the information entry to the project, do I need to check again after designing on top of that, or if the ide checks it and does not provide a warning, does it give a warning. ] You can review the document linked below regarding the compliance of the program with the 2007 Regulation:You do not have permission to view link Log in or register now.