Hi, Thanks for the video. How you verify these deflections and reactions with some reference values ? any standards for max deflection and reactions limits? and secondly how you calculated the grid distance 2 and 2.5 meters in x direction ?
Thank you for your interest in our channel. You should compare the calculated deflections with the permissible limits stated in the building code enforced in your jurisdiction. Grid distances are dependent on the particular problem that you are solving.
@@SerhanGuner Thanks. And sir as its all sodes all equal so why the reaction forces are different at third side ? And why you used rollers support instead of pinned support. Because it will become moveable with roller supports ?
Hi, Thanks for the video. How you verify these deflections and reactions with some reference values ? any standards for max deflection and reactions limits? and secondly how you calculated the grid distance 2 and 2.5 meters in x direction ?
Thank you for your interest in our channel. You should compare the calculated deflections with the permissible limits stated in the building code enforced in your jurisdiction. Grid distances are dependent on the particular problem that you are solving.
@@SerhanGuner Thanks. And sir as its all sodes all equal so why the reaction forces are different at third side ? And why you used rollers support instead of pinned support. Because it will become moveable with roller supports ?