Using the area method, draw the shear force and bending moment diagrams for the beam. Don't think about the beam's weight.

Use the method of sections to determine expressions for the shear force and bending moment along the entire length of the beam shown below, and plot the shear force and bending moment diagrams. 10 kN 10 kNm A 4 m 2 m 4 m

Produce the shear and bending moment diagrams for the beam structure andloading shown below. Indicate the values that define the diagrams. Align thediagrams vertically beneath a sketch of the beam and its loading.

Draw neat shear and moment diagrams for the beam. 3 kip 800 lb/ft Then determine the maximum tensile and compressive bending stresses. B - 6 ft - 9 ft 9 ft 12 in. 1 in. 5 in. 1 in. -6 in. 1 in. 1 in.

Please help. This problem involves bending moments and moments of inertia. I just need the moment of inertia. Thank you.

per the attacment (zoom in when necessary): for the beam and the loading shown, draw the shear force and bending moment diagrams and determine the maximum shear force and the bending moment in the beam.

For the given beam, draw the simplified free-body diagram and below it the shear and bending moment diagrams via method of sections. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, the degree of all curves, and the maximum shear and maximum bending moment of the beam. Note that P is applied perpendicular to the hanger attached at B. Show all necessary solutions. Let the analysis be from left to right. 102 KN 5m 43 kN B 43 KN 35 KN 3 m 1 m 4m 3m C D 3 m 31 kN 44 kN m