9 kN PROBLEM 5.56 12 kN/m Draw the shear and bending-moment diagrams for the beam and loading shown and determine the maximum normal stress due to bending. A B W200 × 19.3 0.9 m 3 m

For the cantilever bearn shown, determine the normal and shear stresses acting at point K. The cross-sectional dimensions of the beam cross section and the location of point K are also shown. Use the following values: a = 2.15 m, b = 0.80 m, Py 10 kN, P₂ = 8 kN, b = 165 mm, k = 59 mm, t = 12 mm, h = 42 mm, t = 6 mm, and d = 260 mm. by "

Draw the shear and bending moment diagram of the given system. Flexural rigidity is equal to El. Use Method of consistent deformation. 20 kN/m 60 kN A 12 m 4 m

For the beam shown below: 1- Draw the shear and moment diagrams. 2- Determine the absolute maximum bending stress in the beam. 50 kN 5 kN•m 5 kN-m -1 m- m -1 m B 1 m. H 150 mm 250 mm