Deflection limit in beams exceeded

Re: urgent project help Mr. serpilakbas MY SUGGESTIONS: 1- Change the direction of the D132-D5, D134-D16, D9-D135, D7-D136 ribs on the ceiling of the 2nd floor (with the same logic on the lower floors). You put ribs in parallel with D133, D137 again, it will be corrected when the wrong direction changes.) Close the rib ends, 2- In this case, 1 and 7 axles may not save the beams, so you can increase the width of the beams and columns. 3- You cannot drill holes in the ribs as you wish. It is necessary to support the 15/30 ribs by thinking like beams. put carrier beams around the hole. 4- Process the ladder taking into account the support conditions and put rib beams and support the ladder, 5- Check your loads. live load can be reduced in the attic. Take it easy Unver ÖZCAN
 
Re: urgent project help thank you for your suggestions, but the deflection limit in the cantilever beams on the ground floor k57-k58, k59-k60 and on the upper floors is exceeded. my main problem is that I increased the sections you can see in the project, it didn't work either. can you look again?
 
Re: urgent project help Mr. In order to solve the deflection problem of the butt beams, serpbilakbas saves you the need to split the beam into two. 60/30 butt beam has difficulty in supporting itself. respects
 
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