Draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown. Hinge 10 m 18 kN/m B C D E Hinge +5m+ -10 m -5 m 15 m

The beam shown below is subjected to two 4 kN concentrated loads located 1.5 meters from each support. The bending moment diagram for the beam is plotted. Using the moment-area method, determine the deflection at point С. (A Assume E=200GPA, I=4×106 mm4) 4 kN 4 kN VD А В D00. 1.5 m 3 m 1.5 m 6 Bending Moment Diagram (kN.m) +

conjugate beam method SET 2: Using the second method in finding deflection wherein you will draw the moment by parts diagram considering the midspan.1. What is the deflection at midspan if EI is constant?

5: Find the deflection at b, c and d for the loaded beam shown in the figure below by using finite difference (EI constant) dx" 9 ΕΙ a 1 1 L/4 2q b L/4 A с L/4 q d L/4 e HTTTT