Recent content by sara291

thank you SteamKing, and sorry for late reply, part of my calculation is in attachment. i hope you understand my writing...

i tried these condition to find the deflection equation (eq image in thumbnail) using eq M=EI d^2y/dx^2, by integration method. but when i find the constants of integration by applying these BC and put their values i got zero instead of above equation. please help!

thank you SteamKing. it means at clamped end y(x) & dy/dx = 0 and propped end only dy/dx=o.

hi please if anyone can tell me how i can get the following equation (attachments) of deflection for statically indeterminate cantilever beam with point load (attachments). I'm not an engineering student and having difficulty in coming up with boundary conditions. looking for help. thanks