Recent content by georgeburton

Hi, thanks for the help so far, but i am still unsure of how i would calculate the deflection at 'A' due to the load that you have drawn underneath the beam. As the distributed load is not at the built in end, i don't know how to calculate the deflection due to it.

To solve this, i would state that the deflection of the beam at A equals 0. I am just unsure how to calculate the deflection due to the distributed load using the table. This is because the table doesn't offer any deflection equations for beams that have distributed loads on only parts of the...

here are the files the answers are; Ra=0.33 kN Rc=2.67 kN Mc=-1.27 kN Mb=0.49 kN

I have been trying to solve this question using the superposition method, but cannot seem to get the correct answer. Can anyone help? Question & formulae are attached. Cheers, G