For the beam and loading use the double integration method to determine $(A)$ the

equation of the elastic curve for segment $AB$ of the beam, $(B)$ the deflection at $B,$

and $(C)$ the slope at $A.$ Assume that $E$ is constant for the beam.

Where,

$P=55kN$

$L=3\mathrm{.}5m$

$E=210$GPa

$l=140{10}^{6}m{m}^4$

Answer:

$($A$)v_b=,mm.$

$($B$){}_A=$

rad.