Solution to Problem 646 | Deflection of Cantilever Beams

Tags: 
cantilever beam
triangular load
uniformly varying load
beam deflection

Problem 646
For the beam shown in Fig. P-646, determine the value of I that will limit the maximum deflection to 0.50 in. Assume that E = 1.5 × 106 psi.
 

Cantilever beam with triangular load at the middle

 

Solution 646

 
Submitted by Romel Verterra on January 16, 2010 - 11:16pm
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