Compute all reactions of the beam below, and draw the shear and moment diagram. Use the template for your solution. Scan or take a picture of your solution clearly and upload it here. A 2 k/ft -8 ft B D₂ 4 ft4 ft · E 2 ft Answer: Ray = 7 k, Rax = 0, Rby = 15 k, Rdy = 6 k, Rfy = 4 k 8 k -4 ft-4 ft-

Two wooden studs with cross-sectional dimensions 45×145 mm2 are glued together to form a beam with a T-sectionaccording to the figure on the right and loaded according to the figure on the left. The beam is loaded in its rigiddirection.a) Calculate the moment of inertia of the cross-section about the centroid axis (z-axis).b) Calculate the maximum normal stress in the beam.c) Sketch the normal stress distribution over the most loaded cross-section of the beam. All calculations must be clear and handwritten, draw and check so that the answers are correct

Can you answer from Point (O) to (K)

The frame supports the distributed load shown. Determine the state of stress acting at point E. Show the results on a differential element at this point. The section is composed of two materials where E₁ = 200 GPa, and E₂ = 150 GPa AC xxxx E. 4 kN/m -1.5 m 1.5 m--- -3 m 3 m BA 20 mm 60 mm 20 mm 5 m E 50 mm E₁ = 200 GPa E₂ = 150 GPa