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B error in column
- Thread starter yeni
- Start date
My new suggestions: --column beam shear safety console and simple .. if you deactivate the (B) error does not remain. -- make the upper rigid floor number -2, -- check the wall loads, -- give the ladder load and put the mezzanine beam to carry the ladder, -- Appendix: Redesign the beams in the circle in the MOLD PLAN, --K25 4 cm column is not the right solution, -- Do not let the rib beams out more than d/2 from the column edge. Take it easy Ünver ÖZCAN
Hello to everyone; In addition to the above, you have taken the pavement load of 0.17 tf/m^2 for all floors, correct this load to 0.350 - 0.400 tf/m^2 for hollow fill. Then things will change a little. Also, you have pushed the floor design of the top floor (I think for the duplex apartment staircase), it is possible to come up with a better solution by approaching it more simply. I am also in favor of statically necessary for large-sized heavy stairs, but mezzanine beams should not be placed for normal residential stairs. Because the mezzanine beam creates a short column situation, if necessary arrangements are not made, it will bring more harm than good. Good work...
"cakilomer":2h1gh3tu" said:there is no b error in the attached file. <Vmaks sağlanmadığı görünüyor.
Burada acaba karar aşamasında yapı incelemesi yapılacakmı yoksa bu şekilde tamam mı?
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