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- A steel bar is 10mm diameter and 4m long. If the temperature drops by 12°C and a = 11.7 um/m°C, what is the bar's thermal deformation? CLATErase Figure 9 In using the method of consistent deformation in analysing structures, the compatibility equation has to be written. Why is this necessary?Fatigue strength for non- ferrous materials in defined at stress cycles 10^3 10^5 10^7 10^9
- If the material is subjected to triaxial stress, What does each principal stress contribute?A steel column has a sectional area of 0.126 m^2 and a length of 3 m. IF a 50000 KN load is applied to the column, determine the deformation in the column. A steel has a modulus of elasticity of 200 GpPaWhat trend exists between the stacking fault energy of a metal and the rate at which is will cyclically strain harden or soften? Give an example of a common high SFE metal and a common low SFE metal.
- At what angular velocity will the stress of the rotating steel ring equal 30 ksi if its mean radius is 5/4"? The density of steel 7.85 Mg/m^3.S Figure P1.16 shows the stress-strain relations of metals A and B during ten- sion tests until fracture. Determine the following for the two metals (show all calculations and units): a. Proportional limit b. Yield stress at an offset strain of 0.002 m/m. c. Ultimate strength d. Modulus of resilience e. Toughness f. Which metal is more ductile? Why? 900 Metal A 600 Metal B 300 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 Strain, m/m FIGURE P1.16 Stress, MPaA specimen of steel has a rectangular cross section 20 mm wide and 40 mm thick, an elastic modulus of 207 GPa, and a Poisson's ratio of 0.30. If this specimen is pulled in tension with a force of 60,000 N, what is the change in width if deformation is totally elastic? O Increase in width of 3.62 x 10-6 m O Decrease in width of 7.24 x 10-6 m Increase in width of 7.24 x 106 m O Decrease in width of 2.18 x 10-6 m
- 1.17 Figure P1.17 shows the stress-strain relations of metals A and B during tension tests until fracture. Determine the following for the two metals (show all calcu- lations and units): a. Proportional limit b. Yield stress at an offset strain of 0.002 in./in. 150 - - Metal A 100 • Metal B 50 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 Strain, in./in. FIGURE P1.17 c. Ultimate strength d. Modulus of resilience e. Toughness f. Which metal is more ductile? Why? Stress, ksiA steel bar of 50 mm × 50 mm square cross-section is subjected to an axial compressive load of 200 kN. If the length of the bar is 2 m and E = 160 GPa, then the magnitude of deformation of the bar will be?The masses of the blocks are ma = 30 kg and mg = 70 kg. Between all of the contacting surfaces, u=0.2. What is the largest force F that can be applied without causing the blocks to slip?
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