Determine the deformation of the beam at point H due to the load P. Assume that El is constant across the lenght of the beam. [P=14.8 kips, a=2.5ft,b=5.3ft,EI=4.11×10 6 kips−in 2 ] 0.527 in 0737 in 1.356 in 0.349 in 0.635 in