# Problem 720 | Propped beam with increasing load by moment-area method

**Problem 720**

Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.

**Solution**

The moment at B due to R

_{A}is R_{A}L and the moment at B due to triangular load is -1/6 w_{o}L^{2}**Solution of R _{A} by Moment-Area Method**

$EI \, t_{A/B} = (Area_{AB}) \, \bar{X}_A = 0$

$\frac{1}{2}L(R_AL)(\frac{2}{3}L) – \frac{1}{4}L(\frac{1}{6}w_oL^2)(\frac{4}{5}L) = 0$

$\frac{1}{3}R_AL^3 – \frac{1}{30}w_oL^4 = 0$

$\frac{1}{3}R_AL^3 = \frac{1}{30}w_oL^4$

$R_A = \dfrac{w_oL}{10}$ *answer*

**Shear and Moment Diagrams**

See the shear and moment diagrams here: http://www.mathalino.com/reviewer/strength-materials/problem-705-solution-propped-beam

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