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Turkish Cutting safety without increasing the diameter without enlarging the section. how to provide
- Thread starter bsrdsbdk
- Start date
YasinTezel
Member
Re: Cutting safety without increasing the diameter without enlarging the section. how to provide Hello If you add your project, we can review it.
Re: Cutting safety without increasing the diameter without enlarging the section. how to get
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M. Berat Denli
New Member
Re: Cutting safety without increasing the diameter without enlarging the section. how to get
"bsrdsbdk":2h633ztq" said:
Re: Cutting safety without increasing the diameter without enlarging the section. how to provide Hello
A suggestion saves me, separate P15-P16 curtains adjacent to S8 column by 2 cm from the column (as much as styrofoam thickness) Show that the column and the curtains do not meet, so that there is no mistake in the production."bsrdsbdk":3dlho3hg" said:
Re: Cutting safety without increasing the diameter without enlarging the section. how to provide In addition to what is written; I would like to express my humble opinion about your design. I found it interesting that the column sizes were chosen quite small in a 6-storey building located in the DTS=1 region, especially that you used 30/30 columns. -I found the beam heights too low. It causes the building to displace too much. It also lies at the root of junction zone errors. Junction areas are at the beginning of the places where the buildings should be the safest. You might consider turning the columns -6 and 12 into frets. I think it will affect the behavior positively. -If it were me, I would divide the form of the floors behind the elevator with a stud beam that I would throw vertically if possible from an architectural point of view. I would extend the -30/30 columns inward and throw cantilever beams from these columns to the balcony. I recommend using columns -3 and 15 parallel to the console. -Almost all of your vertical members are in the same direction. Except for the one above.. - At least I would throw the buttresses on the consoles without balconies. If you will not, you should give the outer edges the weight of the slab and the wall. -I recommend you to check your beam and slab loads. eg; the sides of the stairs and the back of the elevator are probably 20' walls. -Basically, I recommend you to check for stapling at the lower ends of the curtains that continue along the entire column and floor. - Since the number of reinforcements in the curtain end areas does not decrease as you go up to the upper floors, you may consider keeping the header area the same as the ground floor in these sections. Also, if I were you, I wouldn't use 10 gauge reinforcement for the middle of the curtain. -I would choose 16 gauge reinforcement in column and curtain end regions. I would not diversify the stirrup ranges like 8-10-11-16, I would use one or two different ranges. I do not have an academic command of my profession, but at least I think that design should give confidence. While I agree with the idea that "The important thing is calculation, and engineering is calculation work", I would like to express that everything is approximate and we should definitely keep in mind that there will be a negative difference between the design made with a computer and the production on site. I did a nonlinear analysis, the results look positive too. All elements = <KH. Hepsi de sünek. Galiba ben baya bir sağlamcıyım 
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