A prismatic beam of length I and fixed at both ends carries a uniformly distributed load. The distance of points of contraflexure from either end is

- 1
  
  0.207 I
- 2
  
  0.211 I
- 3
  
  0.277 I
- 4
  
  0.25 I

Display Comments

Leave a comment

Login at first then you can submit comment. Click here to login.