Recent content by nauen

ahhhhh...it is. Thank you again nvn

Thanks nvn, But i can't figure out where the first integral came from.. when i worked it out my self, I only got a function of the second (double) integral. Could you explain it? THANK YOU, THANK YOU, THANK YOU -nauen

I attached a image showing the problem. So the beam is symmetrical about the y-axis and tapered about the x axis. Because of this i would assume that the area with a smaller h would bend more. Since i have a force and a deflection at yc, would that change the way I construct my equation to find...

Can I do it that way because this a tapered beam the bending is not going to be symmetrical? Will the equation still hold?

Hello everybody! So I have this beam beading problem I've been trying to figure out, (this is not a homework assignment) maybe someone can help. I have this beam that has a load at the midpoint. It's being simple supported on both ends and it's height tapers along it length on both sides. The...