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.
- wwww lA B k =18N /m, 1, = 200mn, m=3.5kg, a=200mm, b=220mn, µ̟ =0.04A 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.Pls handwrite
- 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-404A 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…
- RAX Ray 0.2m 100Nm 100N 1000 0.3m A. Draw Shear force diagram B. Draw Bending moment diagram C. Draw Torque diagram D. Draw Axial force diagram ZOON 1000m 2000 0.2m y RBy Ł 10,000 N 10,000 NThe Airy stress function for a cantilever beam loaded by a force applied at the opposite side to the built-in end is given by p=Axy 3 where the x coordinate runs along the length of the beam, the y coordinate runs along the width of the beam and A is an arbitrary constant which can be determined through application of boundary conditions. Which equation gives the shear stresses, ? O 0 O 6Axy O-3Ay² O-6AxyQuestion 7 Find the value of The reaction force at the support A .