A wood beam carries the loading shown in the figure. Calculate the magnitude of the bending stress (in Pa) at a point 11 mm from the top of the of the beam on a section 2 m from A if P = 5329 N, W = 2383 N/m, a = 1.23 m, b = 2.23 m, c = 1.3 m, L = 67 mm and h = 230 mm. Round off the final answer to two decimal places.

A simply supported wooden I beam AB (shown below) is loaded by the distributed force q-18 kN/m. If the length of the beam is L-1.4 m, and the dimension of the beam are h 254 mm, b- 143 mm, and t-1-51 mm. Determine the maximum transverse shear stress in the beam. Give your answer in MPa to 3 decimal places B 2IN NEZ

Draw the shear and bending moment diagrams for the beam with loading as shown below. Label all break-points and equations on the two diagrams. The geometric properties at the bottom of this exam may be helpful. 15 kip 2.5 kip/ft- B C A D 6 ft +3 ft> 6 ft Round your answers to one decimal. What is the absolute value of the maximum shear? Where does this maximum shear occur (assume A is located at 0 and D is located at 15 ft)? What is the absolute value of the maximum moment? Where does this maximum moment occur (assume A is located at O and D is located at 15 ft)?

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