delagina & rb1957,
Thanks for your responses.....It didnt even occur to me I could turn the dist. load into a point load. This will help me figure this out. I know that the moment needs to "null" out at the fulcrum to be in equilibrium, I was just having a bear of a time dealing with the...
Hi folks,
Sorry to have to ask a seemingly simple question. Ive been out of practice for some time, and the "googling" route is not providing me any clarity.
I need to calculate how much weight to put on one side of an asymmetric beam. This is somewhat easy to figure if the loading was...
