
answer all the parts if cannot answer all the parts ignore the question



answer all the parts if cannot answer all the parts ignore the question Question 8 The...
2. Draw Shear Force and Bending Moment Diagram (use your preferred method). Determine Maximum Tensile and Compressive Stresses due to bending, state where on the beam these occur. For the mid-point between A and B, determine shear stress at neutral axis; 2" from the top of the flange; at the junction between web and flange and on the top of the flange for the cross-section. Plot of the bending stress and shear stress distribution diagram across the cross section of...
3 please show all work
3) The machine casting and casting cross-section shown are subject to a shear force V 5000 lbs. Determine the shear flow (q) and the shear stress (t) at the interface between the top flange (4"x0.5") and the web (0.5"x1.5"). The neutral axis is 1.477 inches from the bottom and the centroidal moment of inertia 0.7278 in4 4 in. 2 in. 0.3 in. 0.5 in. 4.) For the cantilever beam loading shown in the figure for...
4. (30%) For a beam with a T-section as shown, the cross-sectional dimensions of 12 mm. The centroid is 75 mm, h = 90 mm, t the beam are b 60 mm, h, at C and c 30 mm. At a certain section of the beam, the bending moment is M 5.4 kN m and the vertical shear force is V= 30 kN. (a) Show that the moment of inertia of the cross-section about the z axis (the neutral axis)...
I Solve any five of following questions (show all the necessary steps) and submit until August-01-2020 in PDF file format 1. Draw the shear and bending-moment diagrams for the beam and loading shown below and A B 400 mm 400 mm 250 mm 12 kN 8 KN If the shaft has a diameter of 6cm, Determine the A. Shear forces B. Moment of arms C. The absolute maximum Bending stress in the shaft. 2. Two solid cylindrical rods AB and...
4. (20pts.) Determine: a. ( pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. The Maximum shear stress and shear in the T-bean1 at point C, c. The shear flow between the web and the flange 150 mm 1 T 150 mm 30 mm HE-30 mm 10kN/m A. B с Е- 3 m- 1.5 m --—1.5 m
Hi,
could you please provide a clear and easy to follow worked
solution for the following questions. I will leave feedback that
reflects the quality of your response.
The correct answers are
21.0kN.m
50.2MPa and 38.7MPa
22.6kN.m
A beam with the section illustrated in the figure below is subjected to pure bending with compressive stresses induced above the neutral axis. The beam is steel with a yield strength of 450 MPa, modulus of elasticity of 210 GPa and Poisson's ratio...
If the beam is subjected to a positive bending moment of M = 100 kN-m, determine the maximum and minimum bending stress. Also determine the shear stress at point, A which is 50 mm above from the bottom. The cross-section of the beam is I-shaped and shown in the figure. 300 mm 30 mm 300 mm . 50 mm 30 mm
If the beam is subjected to a positive bending moment of M = 100 kN-m, determine the maximum and minimum bending stress. Also determine the shear stress at point, A which is 50 mm above from the bottom. The cross-section of the beam is I-shaped and shown in the figure. 300 mm 30 mm 300 mm . 50 mm 30 mm
2. (32 pts) Two identical 20 mm thick plates are bolted to the top and bottom Mange to form the build-up heam. If the beam is subjected to a shear force of V = 300 KN and a bending moment of M = 500 KN-m. d) Calculate the shear stress between flange plates. If each bolt has a shear strength of 30 KN, determine a) Calculate moment of inertia of the cross section in the z axis. b) Calculate the...