The compound bar, composed ot the three segments shown, is initially stress-free. Compute the stress in segment if the temperature drops 25°C. Assume that the walls do not yield and use the following data:
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Q: The compound bar, composed ot the three segments shown, is initially stress-free. Compute the stress…
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Q: The horizontal steel rod, 2.5 m long and 1200 mm 2 in cross sectional area, is secured between two…
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Q: The compound bar, composed of the three segments shown, is initially stress-free. Compute the stress…
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calculate the stress in steel and the forces resisted by steel. the answer in the book is not the same in the choices
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- A solid spherical ball of magnesium alloy (E = 6.5 × l0-6 psi, v = 0.35) is lowered into the ocean to a depth of 8000 ft. The diameter of the ball is 9.0 in. (a) Determine the decrease ?d in diameter, the decrease, ?V in volume, and the strain energy U of the ball. (b) At what depth will the volume change be equal to 0.0324% of the original volume?The rails of a railroad track are welded together at their ends (to form continuous rails and thus eliminate the clacking sound of the wheels) when the temperature is 60°F. What compressive stress ?? =6.5×10-6 /? is produced in the rails when they are heated by the sun to 120"F if the coefficient of thermal expansion a = the modulus of elasticity E = 30 × 106 psi?1. A solid piece of metal of volume 10,000 mm3 is compressed by a pressure of 70 MPa. Determine the bulk modulus given that the Young’s modulus E is 214 Gpa and the Poisson’s ratio is 0.33. Also determine the change in the volume.2. Starting from the first principles derive the relation between Young’s modulus (E), shear modulus (G) and Poisson’s ratio (υ)
- mechanics of deformable bodies The cylindrical tank has an outer radius of 1.5m and a wall thickness of 25 mm. If the tank is pressurized to 1.5 MPa, determine the longitudinal stress.The assembly shown below consists of a brass shell (1) fully bonded to a ceramic core (2). The brass shell [E = 115 GPa; α = 18.7 x 10-6 /°C] has an outside diameter of 50 mm and an inside diameter of 35 mm. The ceramic core [E = 290 GPa; α = 3.1 x 10-6 /°C] has a diameter of 35 mm. At a temperature of 15°C, the assembly is unstressed. Determine the largest temperature increase that is acceptable for the assembly if the normal stress in the longitudinal direction of the brass shell must not exceed 80 MPa.shows two tubes, one of copper and another of steel of equal length and rigidly connected at their ends so that under all conditions they are of equal length. The copper tube has internal and external diameters of 100 mm and 125 mm respectively whilst the internal and external diameters of the steel tube are 75 mm and 100 mm respectively. If the original length of the tubes was 375 mm, for a temperature rise of 22o C calculate: 1 The stress set up in each tube; 2 The final length of the tubes. Assume: α copper = 18,7 x 10-6/ 0 C; E copper = 82 GPa α steel = 12,6 x 10-6/ 0 C; E steel = 207 GPa
- A 23 mm diameter bronze bar 2.8 m long is placed between two rigid walls. At a temperature of -3°C, the gap Δ = 4.6 mm. Find the temperature(at degree-Celsius) at which the compressive stress in the bar will be 34 MPa. Use α = 18.09 × 10-6 m/(m·°C) and E = 82 GPa. Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution.Natural rubber is tested in tension to a maximum extension ratio of λ = 3. The Mooney-Rivlin constants for this material are found to be C1 = 0.069 MPa and C2 = 0.125 MPa. Plot the corresponding uniaxial stress vs. extension ratio behavior over the tested range. Derive an expression for the slope of the function, then determine the secant and tangent moduli at 100% strain.The stress-strain diagram of a reinforcement steel having a cross-sectional diameter of 12 mm diameter and 100 mm gage length is determined after its tensile strength test as follows. Based on the stressstrain diagram determine the followings properties of the material (Poisson’s ratio of the material is 0.32) :
- The horizontal steel rod, 2.5 m long and 1200 mm2 in crosssectional area, is secured between two walls as. If the rod is stress-free at 20_C, compute the stress when the temperature has dropped to _20_C. Assume that (1) the walls do not move and (2) the walls move together a distance Δ = 0.5 mm. Use α = 11.7x10-6 oC and E = 200 GPa.1. A cylinder tankhas a maximum load of 2600 kg while the pressure is 2600 kpa. If the ultimate stress is 55 000 kpa and a factor of safety is 4.5, calculate the required wall thickness of the cylinder. Choose the correct answer below and show complete solution: a. 18.34 mm b. 14.38 mm c. 13.48 mm d. NOTC 2. A spherical tank has a diameter of 12 m, if the tangential stress of the tank is 18 Mpa, determine the maximum internal pressure of the tank can carry if the wall thickness is 25 cm. Choose the correct answer below and show complete solution: a. 150 kPa b. 15000 kPa c. 1500 kPa d. NOTC 3. A cylindrical tank has an inside diameter of 6-in and is subjected to an internal pressure of 600 psi. If the maximum stress is 1300 psi, calculate the required thickness. Choose the correct answer below and show complete solution: a. 0.1385 in. b. 0.3185 c. 0.8135 d. NOTC– The weight is suspended from structural A–36 steel alloy and 2014-T6 aluminum alloy wires, eachhaving the same initial length of 10 ft and cross-sectional area of 7×10–3 in2 (Figure Q1). If the weight is increasedgradually, determine which wire yields first? Explain which material model and yield criterion you will use? Justifyyour choices