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- A cylindrical rod AB has a length ? = 80 cm and a diameterof ? = 2 cm. The modulus of elasticity is ? = 200 GPa andyield strength is ?? = 300 MPa. The stress-strain diagram ofthe rod is shown in the left figure. A force ? = 100 kN isapplied to the bar and then fully removed (right figure).Determine the permanent set in the rod.A bar with a cross section of 2320 mm2 P = 180 kN carrying pressure force Rod length L = 50 cm and Modulus of Elasticity, E = 140 GPa Calculate the normal stress that will occur in the rod andFind the changed heightA steel rod is rigidly attached between an aluminum and bronze rod. The diameters of eachmaterial are shown in the figure. A fixed support is rigidly attached to the right end of thebronze rod. Determine the stress each section in KPa.
- A hollow steel (E= 30,000ksi) tube (1) with an outside diameter of 2.75in. and a wall thickness of 0.25in. is fastened to a solid aluminum (E= 10,000 ksi) rod (2) that has a 2in. diameter and a solid 1.375in. diameter aluminum rod (3). The bar is loaded as shown in the figure. Determine (a) the change in length of steel tube (1); (b) the deflection of joint D with respect to the fixed support A. (c) the maximum normal stress in the entire axial assembly.A steel bar 25cm long of rectangular cross section 25mm by 50mm is subjected to a uniform tensile stress of 200N/m^2 along it's length.find the changes in dimension.E=205000N/mm^2, poison ratio=0.3The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in. and a modulus of elasticity ??? = 10,000 ??? and ?????? = 29,000 ???. The allowable stress of aluminum is 7.8 ksi and steel is 1.7 ksi. If the bar initially vertical,a. Determine the maximum P that can be applied.b. Determine the deformation of steel.c. Determine the deformation of aluminum.
- A rod with a cross-sectional area of 0.5 in2 is composed of three sections: steel, aluminum, and bronze rigidly attached with each other, aluminum being at the center of the three. Axial loads are applied as follows: 12,000 lbs. going out of steel and 3000 lbs. going out of aluminum. Dtermine the stress in steel, aluminum, and bronze respectively. Draw the free-diagram.The lower ends of the three bars in the figure are the same level before the rigid homogeneous W=100 kN block is attached. The properties of the bars are shown in the table. The temperature of the bars is then increased by 80°C. The block is assumed to remain horizontal after all deformations have occured. a.) Which of the following most nearly gives the temperature rise to cause all of the applied loads to be supported by the steel rods? b.) Which of the following most nearly gives the stress developed in the bronze bar? c.) Which of the following most nearly gives the stress developed in the steel bar?Refer to the photo provided and please make sure your handwriting is readable a = 1.01 m b = 2.02 m c. 1.505 m d. 4.505 m P1 = 6.06 kN P2 = 24.04 kN 1. Compute the resultant reaction at I in kN. 2. Compute force member DE in kN 3. Compute normal stress in member CE in kN/m2 if the value of the area is A mm2.
- Refer to figure STR - 5 Two prismatic bars are rigidly fastened together and support a vertical load of 45kN. The upper bar is of steel having mass density 7750 kg/m^3 , length 10m and cross-sectional area 65 cm^2. The lower bar is of brass having mass density 9000kg/m^3, length 6m and cross-sectional area 50 cm^2. Determine the maximum stress in each material. For steel Es= 200 GN/m^2 and for brass Eb= 100 GN/m^2. I need answer ASAP. Thank you!A steel rail for railroad track is 10 m long. Determine the stress in the rail if it was completely restrained from expanding. Let E = 210 GPa and =12 x 10-61/ C. The temperature changes from 20 C to 35 C. A)37.8 MPa B)18.9 MPa C)23.8 MPa D)46.4 MPaIn the shown diagram below, the curved out bar has an axis that is circular (with mean radius r = 12in) and is subjected to the m horizontal forces P = 400lb at the two ends. The cross-section of the bar is a triangular shape with height h and thickness t. If the allowable tensile stress in the bar is 12,000 psi, and height h=1.2 in, what's the minimum thickness tmin that is required?