Determine the internal normal force, shear force, and bending moment at point C in the beam.

1 m 800 N + 1200 N·m 1 m •j* 1 m 600 N -1m- Draw the shear and moment diagrams for the beam. Label all important points (maximums, minimums, locations where graph crosses the axes, etc.).

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Determine the normal forces, shear force, and moment in the beam at points Dand E. Point Eis just to the right of the 3-kip load. -6 ft- 1.5 kip/ft -6 ft- B -4 ft 3 kip T E H -4 ft

Draw and label the shear force and bending moment diagrams for this beam. P= 65 kN What is the maximum absolute value of shear force ? What is the maximum absolute value of bending moment ? P kN y 120 kN/m A B - 3 m 3 m

The beam is a pin connection at A, a roller support at B and external load 50 kN. (1) Draw the shear and moment diagrams for the beam. (Hint: you must work out using method of section) (2) The dimension of the cross section is given, determine the maximum bending stress at the beam.

I also need help drawing the shear and moment diagrams