Beam ABC with an overhang at one end supports a partial uniform load of intensity 12 kN/m and a concentrated moment of magnitude 4 kN •m at C (see figure). 4 kN · m 12 kN/m B 1.6 m -1.6 m- -1.6 m- Draw the shear-force and bending-moment diagrams for this beam. (Submit a file with a maximum size of 1 MB.)

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Determine the bending moment at point C of the beam shown. 0.5 kN/m A I 3 m C · 6 m 1.5 kN/m B

DEFLECTION OF BEAM BY AREA-MOMENT METHOD PLATE #3 C 10 KN 0.60m 0.60m 17.55 33.80 K E 6.30m 10 KN 0.75m 0.75m 17.55 KN 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