For each of the loaded beams/cantilevers that shown in Figures 2 draw to suitable scale the normal forces diagram, the shear forces diagram and the bending moments diagram. Illustrate, on each diagram, the values at supports, points of loading and points of load changing.

Handwritten work pls. Use method asked only.

Consider the beams shown below. The loads and dimensions of these beams are listed in Tables 1 through 3. Please: 1. Determine the reactions 2. Draw the shear and moment diagrams 3. Sketch the deflected shapes Table 1- 4 43 Wul P₁ Wu1 4₁ 6 ft 10 ft 8.2¹ kip Figure 1- Beam 1 ly Figure 2- Beam 2 W₂2 Wut 7 ft 11 ft 4,2 klf Pu Table 2- Beam 2 4 25 Pu 9 ft 10 ft 11 ft 40 kip l 24 42 44 Wul KIL 12 ft 14 ft 3.4 klf W₁12

For a beam with a cross section of equilateral triangle of side length a= 20 mm, (a) draw the shear and moment diagrams and determine the maximum values of shear and moment throughout the beam. (b) Determine the maximum tensile and compressive bending stresses and the locations they occur. 150 N/m 10 N.m A В C O 00 100 mm 200 mm 300 mm 80 N