DEFLECTION OF BEAM BY AREA-MOMENT METHOD PLATE #3 10 KN 0.60m 0.60m 17.55 D 33.80 KN E 6.30m 10 KN 0.75m 0.75m 17.55 N 1.20m 1. Draw the shear and moment diagram and label their corresponding values. 2. Find the deflection at the point of zero shear. Use E= 200,000 MPa 1.50m I 1,034 x 10^6 mm^4 F

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe be…