O M J Find the Maximum Bending Stress if: M-22.1 kNm, J-13.1 mm, P-79.9 mm The position of the centroidal axis y =54.4 mm, Moment of Inertia 45,000,000 mm^4 You Answer should be given in MPa as a positive number to 1 decimal place. P
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- I need your help令l zain 1Q beam.pdf > For the beam shown below, Find the bending stress at point A. 50 kN 1.3 m. 120 a a 22 22 20 3 mA simply supported beam is used to carry the uniformly distributed load of magnitude 3 W and the concentrated load W. What is the maximum allowable value of W if the working stress in bending is 122 MPa? b = 180; d = 318 Round your answers to 2 decimal places.
- The beam is subjected to a bending moment of M = 17 kN. m. σA = B 200 mm OB = 30 mm 30 mm M 30 mm 30 mm 50 mm 150 mm 150 mm 50 mm Part A Determine the bending stress in the beam at point A. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in the case of tension. ANSWER: Q Tap image to zoom Part B Determine the bending stress in the beam at point B. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in the case of tension. ANSWER:90°–0 9. A A metal [E = 106 GPa; v = 0.31] bar of height h = 40 mm and thickness t = 8 mm is subjected to an axial load P. Two strain gages mounted at point A measure strains of ɛx = 575 µɛ and ɛy = -10 µɛ; however, the angle 0 indicated in the figure is not known. What is the magnitude of load P? Ex + Ɛy' : i με Ex + Ɛy = i Ox = i MPa P = i kNQ.uestion 23.
- Please correct answer%3D QUESTION 2. An oblique bending moment of M = 5 kN.m is applied on the cross-section of an aluminum beam as shown in the figure. (a) Calculate the maximum values of compressive and tensile normal stresses on the crss section. (b) Define the orientation of the neutral axis and draw on the cross-sectionç. M = 5 kN.m 30° 10 mm 40 mm 10 mm A-40 mm--r: 30 mm 30 mm 10 mm 10 mmFor the simply supported beam with the given cross-section, the shear force diagram has been plotted. Determine the maximum shear stress in section e-e of the beam. (A Note: the natural axis is located 65 mm above the toe of the cross-section and I = 5.8133×106 mm4) 160 mm |180 kN 20 mm - N.A B 100 mm 65 mm 500 mm 500 mm 30 mm 30 mm 20 mm V 90 kN Cross-section of the beam -90 kN
- solve for deformation in figure B. given V= 10-0 and area = 2.0in^2Flexure stress *Please answer in complete solution and draw the shear and moment diagram, Solve the Area moment of inertia*A rectangular beam carries a triangular load "w" as shown in the figure. Determine the following unknowns if the modulus of elasticity is 160GPa and the maximum deflection is -0.63254616477273mm. BEAM'S DIMENSION: Width = 110mm , Height = 480mm NOTE: L = 3m Solve the maximum moment of the beam. Answer for part 1 kN-m Determine the shear at midspan.