A copper rod [E = 110 GPa] originally 760-mm-long is pulled in tension with a normal stress of 270 MPa. If the deformation is entirely elastic, what is the resulting elongation? O 2.547 mm O 1.865 mm O 1.743 mm O 1.493 mm O 1.321 mm
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- A rod of copper originally 305 mm long is pulled in tension with a stress of 276 MPa. If the modulus of elasticity is 110 GPa and the deformation is entirely elastic, the resultant elongation will be nearly (a) 1.0 mm (b) 0.8 mm (c) 0.6 mm (d) 0.4 mmWhere does the absolute maximum shear stress in an element of material occur?At 90 degrees of knee flexion, the mechanical stress at the tibiofemoral joint is 821.43 N/cm^2. If the compressive force is 1150 N, what is the magnitude of joint contact area (in cm^2)?
- For a given material, the ratio of lateral strain to linear strain is observed as 0.2 when axially loaded. What will be Poisson’s ratio of that material? Take diameter of the specimen is 50mm and Length=1m. a. 0.1 b. 0.2 c. 0.15 d. 5Consider a cylindrical specimen of a steel alloy 10.0 mm (0.39 in.) in diameter and 75 mm (3.0 in.) long that is pulled in tension. Determine its elongation when a load of 20,000 N (4,500 lbf) is applied. Note: strain, e = 0.0012Pls answer thank you! A circular rod is 128 mm in diameter and carries gauge marks placed 50.8 mm apart. When the rod is subjected to an axial force of 31,150 N, the distance between the gauge marks is 50.86 mm. What is the modulus of elasticity of this material?
- What is the modulus of elasticity if stress is 300 Mpa and strain of 0.00138? a. 217.39 x 103 Mpa b. 200.61 x 103 Mpa c. 220.61 x 103 Mpa d. 215.21 x 103 MpaPart of the stress-strain diagram where the material stress lies between the proportional limit and the upper yield pointA specimen of aluminum having a rectangular cross section 9.6 mm × 13.0 mm (0.3780 in. × 0.5118 in.) is pulled in tension with 35800 N (8048 lbf) force, producing only elastic deformation. The elastic modulus for aluminum is 69 GPa (or 10 × 106 psi). Calculate the resulting strain. Enter your answer in accordance to the question statement
- A mild steel specimen of Diameter 9 mm, Length 11 cm is subjected to tensile load and it is found that the Strain-induced on the specimen is 18 x 10-3. Take the Modulus of elasticity as 201 x 103 MPa. Determine the following i) Cross-sectional Area, (in mm2) ii) Tensile Load iii) Tensile Stress iv) Change in Length iiv) Final cross-sectional area at failure if the percentage of reduction in area is 49 %.A 5.0m long steel wire has a cross-sectional area of 0.55cm^2. Its proportional limit has a value of 0.0018 times its Young's modulus. Its breaking stress has a value of 0.0065 times its Young's modulus. The wire is fastened at its upper end and hangs vertically. a. How great a weight can be hung from the wire without exceeding the proportional limit? b. How much will the wire stretch under this load? c. What is the maximum weight that the wire can support?A cylindrical bar of metal having a diameter of 18.8 mm (A=278 mm^2) and a length of 198 mm is deformed elastically in tension with a force of 49400 N. Given that the elastic modulus and Poisson's ratio of the metal are 67.1 GPa and 0.34, respectively, determine the amount by which this specimen will elongate (in mm) in the direction of the applied stress.