German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish You are using an out of date browser. It may not display this or other websites correctly.
You should upgrade or use an alternative browser.
You should upgrade or use an alternative browser.
I couldn't get out of the work.
- Thread starter matrax
- Start date
Mr. matrax I RECOMMEND a project with 14 floors, 1 degree earthquake zone, weak ground, modeling errors. 1- READ ALL THE QUESTIONS AND ANSWERS ON THE FORUM, 2- DO NOT CONSOLATE IN THE BUILDING, 3- DO NOT MAKE A BAR WIDE THAN THE SCREEN WIDTH IN THE LONG DIRECTION OF THE CURTAINS, 4- FOR THE BUILDING OF THIS HEIGHT, BOTH DIRECTIONS ARE SUFFICIENT. MODEL THE LOADS AND THE MEDIUM FLOOR TOGETHER, 6- CHECK THE BEAM LOADS, 7- CONNECT THAT AXLE WITH BEAMS AND CREATE A FRAME, 8- EVEN AN ORNAMENTAL COLUMN LIKE S24, EVEN IF IT IS TOO CLOSE TO ONE, HOW TO CONSTRUCT A ZONE HOUSING NUMBERS 9-DO NOT CONSTRUCT HOW TO GET TOO CLOSE TO EACH, 9 . IF IT'S TRUE, YOU MUST PILE, 10- THERE ARE BEAMS WITH VERY SHORT SPACE. AVOID SHORT SPEAKING BEAMS, 11- EVEN IF YOU SOLVE THE CONSTRUCTION SEMI-RIGGED IN THIS MODEL, THE RESULT DOESN'T CHANGE MUCH, 12- LOWER THE FLOORINGS THICK 12 cm,( IT MAKES A CONCRETE THICKNESS FROM 3 cm TO 10 FLOOR 30 CM. THIS IS THE WEIGHT AND THE HORIZONTAL KUVV. B) MUST CORRECT YOUR ERRORS Take it easy Unver ÖZCAN
I agree with what Synunver said, do you really have a wall load of 625kg on all of your beams, check the coating weights of all your floors, your rigid basement floor number should be -2, you entered -1, definitely avoid the inside console, try to make the curtains on the outside corners if your architecture allows. As far as possible, column and curtain directions are generally in the same direction, for example, lay the curtains on both sides of the stairs on the j axis.
Thank you very much, Unver, for your time 3- DON'T MAKE BEAMS WORTH THAN THE SCREEN WIDTH IN THE LONG DIRECTION OF THE CURTAINS,=you said to the stair curtains, my teacher 7- I did not understand it, CONNECT IT WITH BEARINGS AND CREATE A FRAME- I did not understand it, my teacher= FORM THE FRAME 6,=I understand this article from the frame. CHECK THE LOADS,=what is the problem with beam loads, 130 bricks teacher, if I say if I see a live load, I have already entered it on my floor. 8- DO NOT PUT COLUMNS TOO CLOSE TO EACH OTHER, EVEN AN ORNAMENTAL COLUMN LIKE S24. discarded, I am waiting for your suggestion again 9- YOUR GROUND SAFETY IS VERY LOW COMPARED TO THIS STRUCTURE. IF IT'S CORRECT, YOU MUST PILE,(I made a double basement to save the ground safety, I calculated manually, I made my foundation design based on F/ALAN-Df(foundation depth)*y 10-TOO SHORT SPACE BEAMS AVOID SHORT SPACE BEAMS,=which ones I throw If the beams are placed on both sides according to the column-column support, isn't it more appropriate to throw a short column than to make a deflection, sir?12- FLOORINGS THICK 12 cm DOWN,( 10 TIMES 30 CM CONCRETE THICKNESS FROM 3 cm. THAT MEANS WEIGHT AND HORIZONTAL FORCE.) You are correct. Sir, but I would like to thank you very much, my teacher, because it is 15 cm in practice, I am waiting for your advice, sir.
Mr. abaci09 "Your rigid basement floor number must be -2, you have entered -1" you say, I guess it escaped your attention, there are 2 rigid floors in the basement. See source: ideCAD Static HTML Help from Analysis settings rigid floor number: -1 will be taken. If -2 is taken, it is not taken correctly. Take it easy Unver ÖZCAN