- #1
date.chinmay
- 10
- 0
I came across a reference where there is a beam (lets say length L)
both ends fixed... with a UDL of say "W" per unit length... i want to know how the end moments are W L^2/12 ...shudnt they be W L^2/4??
Its pretty simple mechanics. but it got me wondering,,,,
both ends fixed... with a UDL of say "W" per unit length... i want to know how the end moments are W L^2/12 ...shudnt they be W L^2/4??
Its pretty simple mechanics. but it got me wondering,,,,