1st floor column buckling not prevented

H

hydrkrmn

New Member
IN THE Z+3 FLOOR PROJECT, THE 1st FLOOR COLUMN buckling was not prevented in the X DIRECTION, HOW CAN I SOLVE IT? I NEED IT URGENTLY ON THE MUNICIPAL'S REQUEST. THANKS IN ADVANCE FOR YOUR INTEREST.
 
Re: 1st FLOOR COLUMN buckling is not prevented Hello My suggestion; --Fix errors in geometry check, --MOLD 1-2 overlapping beams too much, revise formwork plan by creating frame,(not fixed) --4. on the floor - with the curtains given the elevation, --Fix the elevator machine floor, --Take the stair load, (not fixed) --Give the curtain P02 and the column S04 as a single element (not fixed) The translation is corrected. The project is attached. Good luck with. Unver ÖZCAN
 
Re: 1st FLOOR COLUMN buckling WAS NOT PREVENTED THANK YOU, IT WAS EVER DUE TO THE ERRORS IN THE GEOMETRY CONTROL. ONE; -MOLD 1-2 overlapping beams are too much. Revise the formwork plan by creating a frame,(not corrected) -Take the load of the staircase, (not corrected) HOW TO FIX THESE I THINK I HAVE ANALYZED THE LADDER AND ADDED LOADS. LIKE MY ARCHITECTURAL PROJECT PLAN IS THE SAME ON EVERY FLOOR AND THIS IS THE MOST logical BEAM SELECTION WHEN I HOUSED HOLSTER. GOOD LUCK WITH...
 
A note to avoid misunderstanding: The terms "lateral offset prevented" or "side offset prevented" appearing on the TS500 buckling control do not indicate an error. Indicates a status. Control conditions change depending on whether it is prevented or not. You don't have to resolve the rollover unprevented state. For details, see 7.6 Delicacy effect on TS500.
 
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