I started to study a pebble shaft (embedded on the trays) which is subjected to 2 opposing forces: F is the sum of 2 forces; Tray pea and sheet metal loading R Reaction of the rail on the roller My question: is the axis of the roller subjected to shear stress?
Knowing that the 2 sides of the plate (right and left) admit 1 rail and 2 rollers.
but at the end of the axis (fixed part on the wall) there is a downward load (load of the steel sheets on the wall), so I think that we should add to this modeling a force (downwards) on the embedment connection?