0
5.0kviews
Write a short note on Macaulays method.

Mumbai university > MECH > SEM 3 > Strength Of Materials

Marks: 5M

Year: Dec 2013

1 Answer
0
46views

When the loads on the beam do not conform to standard cases, the solution for slope and deflection must be found from first principles. Macaulay developed a method for making the integration simpler.

The basic equation governing the slope and deflection of beams is,

$ EI \frac{d^2y}{dx^2} = M$ , …

Create a free account to keep reading this post.

and 4 others joined a min ago.

Please log in to add an answer.