Determine completely the reactions, at point A and point B, of the given beam as shown below given that E = 210 GPa, Ix = 1650 x 106 using either Double Integration Method or Area Moment Method. 40 kN |A В. 2 m 2 m

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The simply supported beam consists of a W24 × 94 structural steel wide-flange shape [E = 29,000 ksi; I = 2,700 in.4]. For the loading shown, determine the beam deflection at point C.Assume P = 39 kips, w = 2.7 kips/ft, LAB = 13 ft, LBC = LCD = 7 ft.

For the beam and loading shown, (a) express the magnitude and loca-tion of the maximum deflection in terms of w0, L, E, and I. (b) Calcu-late the value of the maximum deflection, assuming that beam AB is a W18 * 50 rolled shape and that w0= 4.5 kips/ft, L= 18 ft, and E=29 *106 psi.