Recent content by EQ

I would use Area=(PL)/(Epsilon*E) Hope that helps

Thanks for the help guys. I figured my problem, I didn't get my reaction right at B its negative not positve which threw off my shear diagram. For deflection I did moment by parts.

I should'nt need additional beam properties to solve the reactions for the loading conditions. For the rotation at B it should just be the sum of the moments correct? After getting the reactions. I would be able to get a V max and M max from diagrams. Please clarify.

I need help finding reactions for a fixed cantilever. total length is 16ft and its fixed on the right side. The loads on it going from left to right. 2000 lbs at the end of the left. 1000 lbs 10ft from left. There is one support for the cantilever and its where A is at which is 6 ft from left...

I need help finding reactions for a fixed cantilever. total length is 16ft and its fixed on the right side. The loads on it going from left to right. 2000 lbs at the end of the left. 1000 lbs 10ft from left. There is one support for the cantilever and its where A is at which is 6 ft from...

Cant upload the right pic but kinda got a diagram up.