Apr 1, 2008 #1 todd2ny Civil/Environmental Feb 4, 2008 28 0 0 US Does anyone know where the resultant load of a trapoziodal load dist acts from the support? This is a cantilver beam with the larger load at the support. Thanks
Does anyone know where the resultant load of a trapoziodal load dist acts from the support? This is a cantilver beam with the larger load at the support. Thanks
Apr 1, 2008 #2 csd72 Structural May 4, 2006 4,574 0 0 GB divide it into rectanges and triangles and figure it out that way. Upvote 0 Downvote
Apr 1, 2008 #3 jike Structural Oct 9, 2000 2,160 0 0 US This sounds like a student posting. Refer to http://www.eng-tips.com/market.cfm for posting policies. Upvote 0 Downvote
This sounds like a student posting. Refer to http://www.eng-tips.com/market.cfm for posting policies.
Apr 1, 2008 #4 SteveGregory Structural Jul 18, 2006 554 0 0 US You could divide it into 2 triangles. Upvote 0 Downvote
Apr 1, 2008 #5 Lion06 Structural Nov 17, 2006 4,238 0 0 US divide it into a rectangle and a triangle, like csd says. It will depend on the relative values at each end. Are you an engineer? Upvote 0 Downvote
divide it into a rectangle and a triangle, like csd says. It will depend on the relative values at each end. Are you an engineer?