3. Find the value of Ely at the position midway between the supports and at the overhanging er shown and also determine the location of maximum deflection. 6OON 400N/m

Solve using Section of Methods

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.

Use the moment-area method to determine the slopes and deflections at points B and C of the beams shown. (Problem 6.15 and 6.17 of Structural Analysis, 6th Edition, Aslam Kassimali). A A -9 ft- 6 m 21 50 k ↓ B 100 KN C B E = constant = 70 GPa I = 500 (106) mm4 (a) -9 ft- EI= constant E = 29,000 ksi I = 4,000 in.4 (b) 3 m I -18 ft- 300 kN m