Beam shear safety, max allowance exceeded

[Civil- engineer]

My exercise on an example gives some errors in the report. Beam shear safety, max allowance exceeded etc. I made changes but the same situation persists. The file is attached. Waiting for your help.

 

[unver]

Re: Design error Hello My Suggestions --There is a load of 350 tf/m2 on some beams, it will be 0.350 tf/m2, the project outputs return to normal when it is corrected, --Make the x and y directions rigid in 1 basement in the floor general settings, - -There is a live load of 0.200 tf/m2 on the beams, if there is a wall, if there is no zero, you can get .35*.2=.07 tf/m2, --Connect S10-S08 columns from column to column with a single beam, --Columns 30/50 beams 25/50 It will be more economical if you do it, --You can remove the wall loads in the attic, reduce the moving loads, --Make a semi-rigid solution with the ladder. Unver ÖZCAN