utEx. The cantilever beam shown is, made from steel with σ = 552 MPais subjected to fully reversed load. Neglect shear stressq:10 cycleseffect, estimate wheather the beam is safe or not safe at N= losThe beam is machined surface and the operating temp. is 100c.D764L= 10cmLD= 1.3 Cmd = 1 cmb= 1 cmmomenddiagram-FL

Answered: Image /qna-images/answer/fa62cf6c-7b64-4825-9307-20a0370a82da.jpg

Answered: ut Ex. The cantilever beam shown is,…

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.2.5P: The deflection curve for a cantilever beam AB (sec figure) is given by...

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pls give handwritten full solution and include free body diagrams and any figures needed
Please see below I have attempted but I don't know where I have gone wrong, please correct my mistakes using the SAME method (section method for a pinned beam) correct answer = -24.07kNm
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Department Answer Sheet Name: Date: Course: Time: 2. A Rigid beam with negligqible mass is pinned at one end and supported by two ROds, The beam 20as initially hORIZOntal before the load as appied Find the ertical moyement of P 4 PIS 120 KN Pis Steel Atuminum 4m 3m 3m 2m. im p=120 kN Alumınum A=900 mm² E = 70 GPa Steel A= 600mm? E 200 GPa
B X-SeT Problem Statement: Consider an S203x34 beam under self-weight loading only with a length of 11.4 m. Find the following, assuming the beam is composed of structural steel. (a) The deflection of the beam at B. (b) The slope of the beam at point B. (c) The factor of safety against yielding for the beam. (Use the sectional modulus for this question.) (d) The maximum length of the beam given a factor of safety of 2.02 against yielding. (e) The deflection of the beam at point B using the length calculated from part (d). Answers: (Denote upward deflections with positive values, and downward deflections with negative values. Denote positive slopes with positive values and negative slopes with negative values.) (а) ув - (b) OB = (c) FS = (d) anew = (е) ув,леш be sure to include units with your answers
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