Time 53:38:54 Determine the state of stress at point A on the cross section at section a-a of the cantilever beam. The moment area of inertia of the I beam about its horizontal neutra axis is INA= 0.225 x 10-3 m4. σ = T= 100 mm 300 mm 100 mm Section a-a a 500 kN a -0.51 -0.5 m- 700 kN 150 mm
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- Determine the state of stress at point A on the cross section at section a-a of the cantilever beam. The moment area of inertia of the cross section about its horizontal neutral axis is INA= 0.225 x 10-3 m4.The simply supported beam is subjected to the force F-600 N and the uniform distributed load with intensity w=450 N/m. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(z) and M(2). Take 2 = 0 at point A. 19 W B F 2013 Michael Swanbom BY NC SA D Χ a. -b- - Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value α 4 m b 2 m с 3 m Determine the maximum shear force (magnitude) and its location in the beam, and the maximum bending moment (magnitude) and its location in the beam. Note: On an exam, you may be required to actually sketch the shear and moment diagrams, but there is no reasonable way to assess this on WAMAP. Maximum shear stress: Vmax Maximum bending moment: Max = N located at x = m Nm located at x = mplease i need the right answer the mcq numbers is bellow the figure please quick very urgent
- A cylindrical shaft made of steel of yield strength 700 MPa is subjected to static loads consisting of bending moment 10 kN-m and a torsional moment 30 kN-m. Determine the diameter of the shaft in mm using the maximum shear stress theory, and assuming a factor of safety of 2.1. Take E = 210 GPaDetermine the state of stress at point A on the cross section of the beam at section a-a. The moment area of inertia of the I beam about its horizontal neutral axis is INA= 22.9267 x 10-6 m². a 20 kN 2 m 0.6 m 0.4 m -100 mm- 10 mm 50 mm A 180 mm 10 mm 10 mm Section a-a Select one: Oσ = 52.3 Mpa (tension) and t = 7.2 Mpa (Downward) σ = 11.6 Mpa (Compression) and t = 10.7 Mpa (Downward) σ = 14.5 Mpa (Tension) and t = 21.5 Mpa (Downward) Oσ=17.4 Mpa (Compression) and t = 7.2 Mpa (Downward) O None of these Clear my choiceThe aluminum strut has a cross-sectional area in the form of a cross. It is subjected tothe Moment M = 8 KN.m. (i) Determine the bending stress acting at points A and B; (ii)Determine the maximum bending stress in the beam and sketch a three dimensional view of thestress distribution acting over the entire cross-sectional area.
- quick please i need the right answerThe Figure shows a loading set up similar to that of the 'Bending in Beams' laboratory experiment. E = 200 GNm"2 and I = 2 x 109 m“. The bending moment and the radius of curvature at any point in the beam between the support points B and C are respectively: 1 kN 1 kN B 0.125 m 1.25 m O a. (-)125 Nm, 1.2 m O b.(-)12.5 kNm, 2.8 m O C. (-)2.5 kNm, 2.4 m O d.(-)125 Nm, 3.2 mDetermine the smallest moment of inertia I required for the beam shown, so that its maximum deflec- tion does not exceed the limit of 1/360 of the span length (i.e., Amax < L/360). Use the method of virtual work. 50 kN 100 kN 400 C kN . mA В 6 m 6 m -L = 12 m El = constant E = 200 GPa %3D
- Determine the moment M that should be applied to the beam in order to create a compressive stress at point D of σD = 30 MPa. Also sketch the stress distribution acting over the cross section and calculate the maximum stress in the beam. Construct the stress distribution in 2D similar to in-class examples, rather than isometrically similar to the textbook examples for clarity. Hint: The maximum stress will occur at the extreme fiber (Either top or bottom). For symmetric cross- sections, the extreme fiber for the tensile and compressive stresses will have the same magnitude. A 25 mm M D 150 mm 25 mm 25 mm B 150 mm 25 mmThe beam is subjected to the load shown. The beam is made of material having an E = 200 GPa and I = 65.0 x 10-6 m4. Using singularity functions, develop an expression for the bending moment M(x) asfunction of position (x) along the beam.The beam is made of southern pine for which E, = 13 GPa. Take that a = 160 mm and b = 100 mm. (Figure 1) Determine the displacement at A. Express your answer to three significant figures and include the appropriate units. A4 = 57.89 m Figure 1 of 1 15 kN 4 kN/m 1.5 m- 3 m