Can you help me solve for diameter with the the maximum distortion energy theory (von Mises criterion)
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Can you help me solve for diameter with the the maximum distortion energy theory (von Mises criterion)
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- Solve the following problems completely, and make a detailed solution. Use ONLY AREAMETHOD in finding the V-M Diagram. Please do the diagram. Thankyou!find the deflection under the load f in the following sketch using the following two approaches: a. Assume the bar is rigid ( EI don't matter) using the Principe of Stationary Potentiel Energy. b. Assume the bar is flexible (EI matter) using the rayleigh-ritz method. hint: you can assume a polynomial displacement field with two d.o.f. c. How do the answers from parts (a) and (b) compare if, in part (b), you also assume that ei = kl3? in this case, you should be able to write your displacement for part (b) again in terms of only f, k, and maybe l.Solve the following problems completely, and make a detailed solution. Use ONLY AREAMETHOD in finding the V-M Diagram. Please input the units in steps. Thankyou!
- Aluminum Rod#1 has a length L and a diameter d. Aluminum Rod#2 has a length 2L and a diameter 2d. If Rod#1 is under tension T and Rod#2 is under tension 2T, how do the changes in length of the two rods compare?Suppose that the assembled stiffness matrix of question 1 (as shown below) is as follows: [K]=108×a-a0-aa+b-b0-bb where a=4.06 N/m and b=2.28 N/m. If the applied force at node 3 is P=210 KN, find the displacement of node 2 in mm?the answers are fbc=1400N ax=1200N, ay=-800N, Moments(this was forgotten last time) about a Max=-600N ,May=-1200N, Maz=-2400N
- abaqus but I have only lame's constants to define potential function mu and lambda. I am confused with abaqus terminologies, it needs C10 and D1. After some search I found that lame constant lambda is shear modulus mu and C10 = mu/2 And lame constant mu = bulk modulus kappa, D1 = 2/kappa I am bit confused with these terminologies as haven't done such analysis beforeConsider the material Al-$456 It has the following physical ploperties Syleld = 230mPA %3D s-72GPA (modulos elasticity) Oultimate=315 mPA G- 28GPA Cmad vlus rigidity) Tuield =130 mPA Joltimate=185 mPA A Calculate Poisson's ratio B) If we have a following dimensions And Forces 3-0 block of Al-5456 with the Ex =800N X= Bcm Fy=1000N ) Is Our block Safes (consider only plane stes) Dset up the 3 eqetions to find the strains (Ex Ey E2) in each directian E Solve the 3exuations to find the Einal dimensions of our blockA camera tripod is set up as shown below. The tripod is pretty fancy and has self-balancing legs. The camera weighs 47 N. Felicia Filmmaker has positioned the tripod as follows: CA=-4 myA=0 m zĄ = 6 m B = -2 myB = 0 m zB = -6 m xc = 6 myc = 0 m zc = -4 m xD = 0 myD = 12 m ZD = 0 m Python input: X_A = -4 y_A = 0 Z_A = 6 X_B = -2 y_B = 0 Z_B = -6 X_C = 6 y_C = 0 Z_C = -4 X_D = 0 y_D = 12 Z_D = 0 Action! A Z number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) y D B --- X Determine the magnitude of the force in each leg of the tripod to keep it in equilibrium: FAD = FBD = FCD = N ? N N