Stair landing

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insburak355

New Member
GOOD DAY IN A NEW PROJECT THERE ARE 3 STAIRWAYS, THE HEIGHT IS EXCEEDING 5 METERS... MY QUESTION IS IS THE STAIR ACCOUNT SOLUTION OF IDECAD SUFFICIENT (SHOULD WE DEFINE AN ADDITIONAL CARRIER? OR IS IT THE SOLUTION TO REMOVE A BORDER ON THE BEAM FOR EACH FIELD? I APPRECIATE YOUR HELP IN THIS MATTER I'M MISSING THANK YOU
 
THE ANSWER TO ALL OF THESE QUESTIONS IS YES AND POSITIVELY. IT CAN BE MODELED AND MADE. WE CAN GIVE A MORE ACCURATE ANSWER IF YOU PUT THE LADDER MODELING ON YOUR HEAD AS A PLAN. Good luck with. Unver ÖZCAN
 
ÜNVER BEY THANK YOU VERY MUCH FOR YOUR INTEREST IN THE PRIMARY OF THE FLOOR I HAVE WRITTEN ON THE JEANS, THE FLOOR SHEET DOESN'T SIT ON THE +2.24 AND 3.68 COLUMNS OR BEAMS, MAYBE THERE CAN BE CONSTRUCTED IF THERE IS A SINGLE FLOOR, THERE CAN BE CONSTITUTIONAL HOW CAN BE CONSTRUCTED IF THERE IS A PERIOD HOWEVER, IT CANNOT BE CONSTRUCTED. IS THERE ANY SOLUTION OTHER THAN SITTING THE LANDS ON THESE? (8-10 FLOOR VERTICAL LEARNINGS, IT HAS BEEN ORGANIZED TO MAKE THIS APPLICATION EVERY TIME). CAN I SEE THE PROBLEMS? BECAUSE WHEN WE MODEL A STAIR AT IDECAD, WE DO NOT FIT ON ANY BACKGROUND, BUT THE PROGRAM APPROVES IT.
 
Mr. insburak355 MY RECOMMENDATIONS: 1- Using vertical beams is for masonry type buildings. 2- With the ladder macro, this type of ladder can be created in a very short time. 3- If only the stairs will be supported on the upper floor and the lower floor, the formation of the stairs should be done very carefully, the support conditions should be given correctly and the building should be solved as a semi-rigid diaphragm for load and moment transfer. 4- In terms of earthquake; One of the best solutions to prevent the stairs from collapsing after an earthquake may be to model the stair perimeter by placing curtains or columns on its four corners. 5- Supporting the mezzanine landings, stair static is a good solution. 6- Just like in building modeling, we need to model the stairs after thinking about how the stairs behave in the building. As you said, deflection, cracking or even collapse can occur in wrong modeling. 7- WHEN WE MODEL A STAIR AT IDECAD, WE DON'T FIT ANY BASE BUT THE PROGRAM APPROVES IT. This statement of yours is not correct in terms of the program. 8- Also
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. How to model; APPENDIX: We give the support conditions as I gave the LADDER as an example. On this staircase, the places I have given in green (example P03 curtain support) are supported, the mezzanine landing and stair plates I have given in red must be supported in the form of unsupported, blue colored plaques must be supported continuously. After that, we solve it as a semi-rigid diaphragm. Take it easy Unver ÖZCAN
 
Hello, I did not understand this when I said that we define the places specified as AMvi as continuous. Where and how is it done?
 
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