Partially uniform load calcs
Partially uniform load calcs
(OP)
I've been searching for the deflection formulae for a partially uniform load on a simply supported beam. In the old Lincoln book the sketch is 3C. I can't find it in Roarks either. That is when it's NOT in the centre.
The reactions and bending moments are given in all the examples I've Googled but no deflection. Why is this? and can someone help me with the formulae if the beam is "L" long and the uniform load is "b" long and starts at "a" from R1.
Thanks
The reactions and bending moments are given in all the examples I've Googled but no deflection. Why is this? and can someone help me with the formulae if the beam is "L" long and the uniform load is "b" long and starts at "a" from R1.
Thanks






RE: Partially uniform load calcs
in any case, can't you derive it from 1st principles ?
RE: Partially uniform load calcs
RE: Partially uniform load calcs
RE: Partially uniform load calcs
If I did everything from first principles I'd be out of a job.