Application problems

[erdigoksu]

WHEN I REVIEW THE RESULTS OF THE PROJECT, I SEE THAT THE REINFORCEMENTS ARE Stacked ON THE BEAMERS, THERE WILL BE CHALLENGES IN IMPLEMENTATION HOW TO SOLVE THIS FILE LINK

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[unver]

Hello -- It's better than the first project, --Reduce the live loads on the attic, remove the wall loads, --make the ribs continuous with the adjacent ribs, --I recommend you to solve the beams without pleats, -- The K14 beam is up to d/2 from the curtain. let it go out, --The well foundation is not solved together with the building, you cannot operate it like in this model,(delete the well foundation) --1. If you want the reinforcements to decrease in the earthquake zone, you need to put additional earthquake curtains -- Add the ladder load Ünver ÖZCAN

 

[NYILMAZ]

In addition to what Unver Bey said; -Make a solution with a semi-rigid diaphragm -All beams are given a 19 cm thick wall load. -Don't narrow the beam widths on consoles, do the same. -Make the beams in the same direction continuously. (as in the picture) - Review the moving loads. - Break up the ribbed floors where the basement stairs are located with beams.