find the temperature distribution of the beam shown below, takke of=0.1 C loko I, and L-1m- Co -10 C° 30 со 9-30tw R = lokw/m²/" 16215° he 5Kwlm² ke T = 250°
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- find the temperature distribution of the beam shown below, take &=o.!! and L-1m- of C" loko -10C" 30 со h2 5 Kwlm²-ko T = 250° q=30twThe 30-N force causes the bar to tip 0 = 14.5° when the force is applied. Originally the bar is horizontal and the springs are unstretched. (Figure 1) Part A Determine the stiffness k of each spring. Neglect the weight of the bar. Express your answer to three significant figures and include the appropriate units. k= 0 μĂ Value UnitsW A Strain gage W NA A L b Side view Lo Front view A cantilever beam has the following parameters: Lo - 0.24 m L-0.17 m b- 0.028 m h- 3.16 mm Yield stress -349.64 MPa Calculate the largest load W that can be applied before the beam yields.
- Consider 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 steel I-beam to is designed under the tank for holding it. You know that the deflection of the beam should be limited in order to provide stability for the structure, Therefore, you start with calculating the deflection of the beam under the weight of the tank that can be assumed as a distributed load as shown below. Giver 0.76 in 0.1 k/in A L = 108 in OB 14.92 in N.A. 0.543 in E = 29000 ksi 10.47 in 28.32 in 0.76 in Find: (a) Using equilibrium, solve for the reactions for the beam. (b) Draw the V, M diagram for the beam shown. Label all key points. (c) Calculate the value of the moment of inertia about the neutral axis. (d) Using the method of integration, calculate the equation of the deflected shape of the beam, y(x). (e) Calculate the maximum deflection of the beam under the weight of the tank.Q1
- Beam loaded as shown in Fig. P-404. 2000 lb M = 4800 lb-ft D 3 ft RA 6 ft 3 ft Ro Figure P-404Please give the solution clearly, I will vote it up for your effort thank you in advance. LOVE YOU :)hi can use please answer question for attached A uniform plank has length 6m and mam 40kg It is placed on horizontal ground at the edge of a vertical river bank, so that 1.5m of the plank is peojecting over the edge, as shown in Figure.27. if you use * can you please tell me what u mean by it?
- A steel bar 2m long, 20 mm wide and 10 mm thick is subjected to a pull of 20 kN inthe direction of its length. Find the change in thickness. Take E-200 GPa and Poisson'sRatio 0.30700N M-150UNm 2m 3m For the above dlagram, given that F, - 450 N. 0-45 degrees and d-5 m calculate the following (neglect the depth of the beam). Note that there is a pin support at A and a roller support at B. The magnitude of the horizontal component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the vertical component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the horizontal component of the reaction force at B. Re. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated…80 kN 40 kN 60 kN -10 kN/m B 2 mim. 3 m 3 m 2 m1 m (b) 10 k I k/ft A B 12 (b) 12 kips 1 kip/ft 2 kips 4' - 0" 6-0" 8' – 0" (b)