Solution to Problem 611 | Double Integration Method

Tags: 
simple beam
uniformly distributed load
midspan deflection
moment of inertia

Problem 611
Compute the value of EI δ at midspan for the beam loaded as shown in Fig. P-611. If E = 10 GPa, what value of I is required to limit the midspan deflection to 1/360 of the span?
 

Simple Beam with Uniform Load to Half its Span

 

Solution 611

 
»
SPONSORED LINKS
strength-of-materials-banner.gif


Page copy protected against web site content infringement by Copyscape

Recent comments