10 kN/m 100 kN·m A B 2 m 4 m Figure 2 C Problem 2 Draw the shear and moment diagrams for the overhang beam in Figure 2 with a uniformly distributed load and a couple moment applied at point C.

Draw the shear and moment diagram of the following beams. Let P = 9

Draw the Shear and moment diagram using method of section and method of area

Problem 4 The beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that the bending moment is +800 Nm at D and +1300 Nm at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. A 20 kN/m C P Q 1. 1. D E 0.3 m 0.3 m 0.3 m 0.3 m B un M' (a) Internal forces (positive shear and positive bending moment)

Draw the shear and moment diagram of the following beams. Let P = 13 2PKN PkN/m A E B D 1.0 m 1.0 m 2 m

3. Draw the shear and moment diagram of the structure shown below. 50 kN d A C D 2 m2 m2 m 20 kN/m B

The beam is subjected to the uniform distributed load shown. Draw the shear and moment diagrams for the beam. 2 kN /m |A B 15 m TC -2 m-

Bending moment is known in the beam ABC in section B: MB = -10 kNmThe magnitude of the charge w.Draw the shear force and bending moment diagrams for section ABCDE.

Analyze the frame shown and draw the shear, moment and axial diagram. b d 3m 25kN - 4 m e1.5 m a. 2 at 4 m = 8 m

Draw the shear and bending moment curves for the beam and loadingshown, (b) the maximum absolute value of the shear andbending moment in the beam by the semi-graphical method. F2= 36 kN w2= 21 kN/m