Okay.. let's say that on that particular beam that the reactionary force for one direction is R1= (q*d/L^3)[(2b+L)a^2-((a-b)/4)d^2)]
I get stuck on the particulars. I don't really know where to integrate in this equation
Okay.. let's say that on that particular beam that the reactionary force for one direction is R1= (q*d/L^3)[(2b+L)a^2-((a-b)/4)d^2)]
I get stuck on the particulars. I don't really know where to integrate in this equation
I am trying to figure out the deflection in a fully restrained beam. A diagram of the beam can be found here on this website.
http://civilengineer.webinfolist.com/fb/fbcalcu.php
I have been able to find the reactionary forces as well as the moments at each end of the beam for any distributed...