The steel bar has the dimensions shown. (Figure 1) Figure 30 mm 24 mm 20 mm o k 60 mm - 15 mm 1 of 1 > Part A Determine the maximum axial force P that can be applied so as not to exceed an allowable tensile stress of allow 160 MPa. Express your answer to three significant figures and include the appropriate units. P= Submit μA Value Provide Feedback Request Answer Units ?
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- Three round, copper alloy bars having the same length L but different shapes are shown, in the figure. The first bar has a diameter d over its entire length, the second has a diameter d over one-fifth of its length, and the third has a diameter d over one-fifteenth of its length. Elsewhere, the second and third bars have a diameter Id. All three bars are subjected to the same axial load P. Use the following numerical data: P = 1400 kN, L = 5m,d= 80 mm, E= 110 GPa. and v = 0.33. (a) Find the change in length of each bar. (b) Find the change in volume of each bar.Two steel wines support a moveable overhead camera weighing W = 28 lb (see figure part a) used For close-up to viewing of field action at sporting, events. At some instant, wire I is at an angle a = 22° to the horizontal and wire 2 is at angle fi = 40°. Wires I and 2 have diameters of 30and 35 mils, respectively. (Wire diameters are often expressed in mils; one mil equals 0.001 in.) (a) Determine the tensile stresses s and s2 in the two wires. (b) If the stresses in wires 1 and 2 must be the same, what is the required diameter of wire 1 ? (c) To stabilize the camera for windy outdoor conditions, a third wire is added (see figure part b). Assume the three wires meet at a common point coordinates (0, 0. 0) above the camera at the instant shown in figure part b. Wire I is attached to a support at coordinates (75 ft, 48 ft, 70 Ft). Wire 2 is supported at (-70 ft. 55 ft, 80 Ft). Wire 3 is supported at (-10 ft. -85 Ft, 75 ft). Assume that all three wires have a diameter of 30 mils. Find the tensile stresses in all three wiresRepeat Problem 2.3-18, but assume that the bar is made of copper alloy. Calculate the displacements SBand Scif P = 50 kips, L = 5 ft = 3/5 in., b1= 2.75 in., b2= 3 in., and E = 16,000 ksi.
- A wine of length L = 4 ft and diameter d = 0.125 in. is stretched by tensile forces P = 600 lb. The wire is made of a copper alloy having a stress-strain relationship that may be described mathematically by =18,0001+30000.03(=ksi) in which is nondimensional and has units of kips per square inch (ksi). (a) Construct a stress-strain diagram for the material. (bj Determine the elongation, of the wire due to the Forces P. (c) IF the forces are removed, what is the permanent set of the bar? (d) If the forces are applied again, what is the proportional limit?Solve the preceding problem for the following data:P = 160 kN,JV = 200 tN,L = 2 m,b = 95 mm, h = 300 mm, and d = 200 mmThe bolt in the following figure when tightened, we measure a &=13µm decrease in the bolt diameter d. Bolt material properties are given as G=77 GPa and v=0.3. i. Determine the internal force at the bolt due to bolt tightening. ww 09 = p
- A simple rod acted by fluctuating axial force produced a fluctuating stresses as „Sigma_min= - 500MPA, Sigma_max using mod-Goodman were applicable, answer Q6- Q7 100MPA (Sy = 400MPA, Sut = 600MPA) The equivalent fully reversed stress isA simple rod acted by fluctuating axial force produced a fluctuating stresses as Sigma_min=100MPA, Sigma_max = 500MPA, using mod-goodman answer Q1- Q5 (Sy = 400MPA, Sut = 600MPA) %3D * The equivalent fully reversed stress ispls find box ur answer Determine the value of the von Mises stress at point A. The von Mises stress at point A is This problem illustrates that the factor of safety for a machine element depends on the particular point selected for analysis. Here you are to compute factors of safety, based upon the distortion-energy theory, for stress elements at A and B of the member shown in the figure. This bar is made of AISI 1006 cold- drawn steel and is loaded by the forces F= 0.55 kN, P = 4 kN, and T = 25 N-m. Given: Sy= 280 MPa. 5 15-mm D. 100 mm- MPa.
- Question 1. P T The figure (not drawn to scale) shows a cylindrical column submitted to a combined load: a compression of and torsion. Given column diameter d = 29 mm, compressive load p = 110 kN, and torque T = 500 N.m, calculate the maximum shear stress Tuast and the Von Mises stress ov Enter your answers in the boxes below, correct to one decimal place. The answers are acceptable within a tolerance of 1 MPa. Tmax [ MPa MPa OVM:The plate of the figure is subjected to a bending moment with irregular cycles, which are repeated. In the graphic one of this cycles is represented in terms of stress which appears in each section whose height is h. The piece is made of ductile steel. Determine the number of repetitions of the sequence which the piece can resist before the failure takes place due to fatigue considering a reliability of 95 %. Data: Sult = 1.000 MPa Syp 3D800 Mра thickness e = 4 mm H = 10 cm h = 5 cm r=1 cm ka = 0,72 kp = 0,95 S(MPa) M 400 h 300 200 100 W -100 -200Given: A part is made of ductile material and subjected to principal stresses o1, 02, 03. It is statically loaded. Find: Determine the factor of safety for the part. Use the following parameters in your analysis: ơ1 40 kpsi, Sut = 90 kpsi, Suc = 20 kpsi, 02 = 5 kpsi, oz = -10 kpsi, Sy = %3D = –130 kpsi