One plate (with k=15W/m-K, p=6500kg/m3, cp=450J/kg-K, thickness of 0.2m, and initial temp of 465K) is pushed against another plate (with k=10W/m-K, p=4000kg/m3, cp=525J/kg-K, thickness of 0.2m, and initial temp of 375K) both having their opposite sides insulated. After a total of 115 seconds passes (since the plates touch), what is the temperature of the hotter plate's exposed surface?
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One plate (with k=15W/m-K, p=6500kg/m3, cp=450J/kg-K, thickness of 0.2m, and initial temp of 465K) is pushed against another plate (with k=10W/m-K, p=4000kg/m3, cp=525J/kg-K, thickness of 0.2m, and initial temp of 375K) both having their opposite sides insulated. After a total of 115 seconds passes (since the plates touch), what is the temperature of the hotter plate's exposed surface?
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- The mounting arm shown in the figure below is to be made of machined AISI 1050 CD steel and is subjected to the axial force p-113 LN in cycles repeatedly from tension to compression, and the completely reversible cyclic torsional moment of T-2.4 AN . Assume the component is operating at room temperature of 70°f and the material has 50% reliability factor. Also assume K,=1.38 and K, =1.32. fatigue factor of safety upto 4 digits. 56 mm D r = 3 mm 50 mm D 1. Identify the critical location(s) of stress and show it clearly in a diagram. 2. Identify cleary, all the components of stresses (at the critical point) that will calculated (by drawing and clearly showing the XYZ axes) and show it in a matrix form. Show which components of stresses will have a value zero or non-zero. 3. Calculate the principal stresses and principal directions. Show the principal stresses clearly in a stress element with respect to original XYZ coordinate system. 4. Clearly show the calculations for all the 6 Marin…Figure 1 shows a system of three bars each made of different materials, and connected together and the temperature is initially kept at 12°C. Thereafter, the temperature of the system was raised to 50°C. Steelbno abm Est = 200 GPa Epr = 100 GPa ag = 12(10-)/°C abr = Brass Сopper Ecu 120 GPa %3D 21(10-6)/°C acu = 17(10-6)/°C %3D %3D Acu = 515 mm? Ast = 200 mm? Abr = 450 mm² - 300 mm- -200 mm 100 mm Figure 1: An assembly of three bars 1.1. Determine the thermal stress raising in each bar if the assembly is placed between two rigid walls. 1.2. Determine the force exerted on the right rigid support if an allowance of 0.05 mm is provided between the left end of the steel bar and the left wall.Q2 / A shaft transmitting 15kW at 200r.p.m. are supported by two bearings placed 1 m apart. A 600 mm diameter pulley is mounted at a distance of 300 mm to the right of left hand bearing and this drives a pulley directly below it with the help of belt having maximum tension of 2.25kN. Another pulley 400 mm diameter is placed 200 mm to the left of right hand bearing and is driven with the help of electric motor and belt having maximum tension of 3.376kN, which is placed horizontally to the right. The angle of contact for both the pulleys is180° and =0.24. Determine the suitable diameter for a solid shaft if the bending moment acting on the shaft is reversed, allowing working stress of 42MPA in shear for the material of shaft and have yield stress of 400MPA and ultimate stress of 500MP.. And design the keys which support each pulley if the material of the keys is the same for the material of shaft.
- View Policies Current Attempt in Progress The assembly shown in the figure consists of rod (1) and tube (2), both made of steel (E = 30,000 ksi). The tube is attached to a fixed support at C. A rigid end plate is welded to the tube at B, and the rod is welded to the end plate. The rod is solid with a diameter of d₁ = 0.380 in. The tube has an outside diameter of D₂ = 2.50 in. and a wall thickness of t₂ = 0.115 in. The dimensions of the assembly are a = 68 in. and b = 39 in. Determine the horizontal deflection at rod end A for an applied load of P = 4.3 kips. Part 1 F₁ i D₂ Save for Later B kips End plate a Tube (2) 12 C ↑ b Based on an appropriate FBD, determine the axial force F₁ in rod (1). Use the sign convention for internal axial forces discussed in Section 5.3. Rod (1) Fixed support Attempts: 0 of 1 used Submit AnswerFigure 1 shows a system of three bars each made of different materials, and connected together and the temperature is initially kept at 12°C. Thereafter, the temperature of the system was raised to 50°C. Steel Brass Сopper Es = 200 GPa as = 12(10-0)/°C apr = = Epr = 100 GPa 21(10-6)/°C acu = 120 GPa Ecu Ebr %3D %3D 17(10-6)/°C %3D Ast abr Acu = 515 mm² = 450 mm² %3D Ag 200 mm² Apr st 300mm 200 mm 100mm Figure 1: An assembly of three bars 1.1. Determine the thermal stress raising in each bar if the assembly is placed between two rigid walls. 1.2. Determine the force exerted on the right rigid support if an allowance of 0.05 mm is provided between the left end of the steel bar and the left wall.3) The deflecting torque in a spring-controlled instruments is 1.2 × 10–4 kgm for a deflection of 90°. The control torque is exerted through a phosphor-bronze spring whose Young's modulus is 1.15×1010 kg/m2 of the allowable maximum stress is 5.5 × 106 kg/m2 and width of spring strip is 0.75 mm, And the thickness and length of suitable dimensions for the spring-strip. [Ans. 0.685 m, 0.4175 mm]
- 66 ll ? e V:09 The rod BD is made of material with G1= 135 GPa has a diameter 16 mm is bonded to the tube CA at point B, the tube made of material with G2=230 GPa has an outer diameter 37 mm and wall thickness of 7 mm. If T1=803 N.m and T2=1445 N.m, answer the following questions: B T2 N-m 0.4 m 0.1 m D. 0.3 m T1 N-m The polar moment of inertia of the rod BD is Your answer The polar moment of inertia of the tube CA isWhat is the work performed in compressing a quadratic spring, F=kx², with k=200 N/m2, from 2 m to 3 m?8 Hydraulic Capacitance: Qc = CdP/dt Consider the following line connected to an actuator with an assessed oil bulk modulus of B = 1.4 x 101 9 N 2 m at the working conditions. Determine the effec- tive bulk modulus at minimum and maximum actuator positions. - Hydraulic Capacitance: Qc = C dP/dt Consider the following line connected to an actuator with an assessed oil bulk modulus of Bo=1.4 x 109 N/m² at the working conditions. Determine the effec- tive bulk modulus at minimum and maximum actuator positions. Steel line 2 m long internal dia 13 mm external dia 16 mm Actuator-steel internal dia 44 mm, thickness 10 mm minimum length 20 mm maximum length 120 mm
- 5. A steel bolt through a 25-in long aluminum tube has the nut turned on until it just touches the end of the tube. No stress is introduced on the bolt or the tube. The temperature of the assembly is raised from 70 to 79 degrees Fahrenheit. The cross- sectional area of the bolt is 0.08 sq. inch and the cross-sectional area of the tube of 0.25 sq. inch. For steel: E = 30 x 106 psi, coefficient of thermal expansion = 6.5 x 10-6/°F For aluminum: E = 10 x 106 psi, coefficient of thermal expansion = 13.0 x 10-6/°F a. Find the thermal deformation (in inches) of the bolt. b. Find the thermal deformation (in inches) of the aluminum tube. c. Find the stress (in psi) induced in the bolt by the temperature change. d. Find the stress (in psi) induced in the aluminum tube by the temperature change. 1911 EDIThe assembly shown in the figure consists of rod (1) and tube (2), both made of steel (E = 30,000 ksi). The tube is attached to a fixed support at C. A rigid end plate is welded to the tube at B, and the rod is welded to the end plate. The rod is solid with a diameter of d₁ = 0.400 in. The tube has an outside diameter of D₂ = 2.50 in. and a wall thickness of 12 = 0.110 in. The dimensions of the assembly are a = 57 in. and b = 39 in. Determine the horizontal deflection at rod end A for an applied load of P = 3.2 kips. b End plate Tube (2) ↑ Rod (1) Fixed: supportConsider the steel pressure vessel shown in Figure 1, intended to withstand an internalpressure of 40 MPa. The vessel has an outer diameter of 300 mm, an overall length of 500mm and a wall thickness of 30 mm. There is a 30 mm fillet radius where the interior wallsurface joins the end caps, as shown in the section view in Figure 1. The vessel is made ofASTM A27 steel. Use ANSYS Workbench to simulate this component and comment on itssuitability for production given the loading conditions detailed above.