700 150 500 A-50 mm² E-83 GPa 600- E -400- F A-100 mm² E = 200 GPa C 30° to B A -600 P₂ A-150 mm² E-200 GPa G P₁ 800 P3 A-150 mm² E-70 GPa All dimensions are in millimeters. H
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- Solve the preceding problem for W = 1.0 lb. h = 12 in.,and k =0.511,/in.The bell-crank mechanism shown below is supported by a single-shear pin connection at B and a roller support at C. A load P acts at an angle of θ=40° at joint A. The pin at B has a diameter of 0.375 in, and the bell crank has a thickness of 0.188 in. The ultimate shear strenght of the pin material is 28 ksi, and the ultimate bearing strenght of the crank material is 52 ksi. A minimum factor of safety of 3.0 with respect to shear and bearing is required. Assume that a = 9.0 in. and b =5.0 in. What is the maximum load P that may be applied at joint A of the bell crank?Please show complete solution with formula and free body diagramA rectangular steel block is 4 inches long in the x direction, 3 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 48 kips tension in the x direction, 60 kips compression in the y direction, and 54 kips tension in the z direction. If ν = 0.30 and E = 29 × 106 psi, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.
- Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown. If F₁ = 31 kips, F₂ = 11 kips, F3 = 22 kips, and F4 = 36 kips, determine the absolute value of the axial load in rod (2). F A F₂ (1) F₂ B F3 C (3) D O 16 kips O 12 kips O 7 kips O 9 kips O 22 kipsLet's consider a rod having a solid circular cross-section with diameter of 6 mm and it is made of a material having a Young's modulus E = 200 Gpa and a Poisson's ratio of 0.3. If a tensile force Fis subjected to that rod cross-section, the diameter becomes 5.998 mm. determine the applied force F. Select one: O F=15708 N O F= 5236 N O F= 6283 N O F=4189 N O F= 10472 N O F= 13090N Clear my choice Finish attempt. IOUS ACTIVITY 360 Test - Spring 2020-2021 Jump to. 11:21 PM 4) G ENG 4/15/2021 LEGO ort sc delete end home backspace num lock 7V home enter 4E K pause MPlease show the formula used and free body diagram A rectangular steel block is 4 inches long in the x direction, 3 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 48 kips tension in the x direction, 60 kips compression in the y direction, and 54 kips tension in the z direction. If ν = 0.30 and E = 29 × 106 psi, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.
- A steel column with an outer diameter of 50 mm and an inner diameter of 40 mm surrounds a solid steel bar with a diameter of 30 mm. A support at one end of the bar and a hard plate at the other end of the tube hold them both tightly in place. A torque T = 650 Nm acting on the end plate twists the composite bar, which has a height of 850 mm. Assuming that the steel's shear modulus is G = 80 GPa, find the maximum shear stresses in the bar and tube, respectively, and the angle of rotation (in degrees) of the end plateThe rigid bars AB and CD shown in Fig. are supported by pins at A and C and the two rods. Determine the maximum force P that can be applied if the movement of (P) is limited to 10 mm. Neglect the wieghts of all members. Aluminum L = 2 m A = 500 mm² E = 70 GPa A 3 m 3 m 3 m 0 P 3m B Steel L= 2 m A = 300 mm² E = 200 GPa D P = 153 KN P = 133 KN P = 113 KN P = 103 kN OA rectangular steel block is 3 inches long in the x direction, 2 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as floows; 48 kips tension in the x directio, 60 kips compression in the y direction, and 54 kips tension in the z direction. If v = 0.30 and E = 29 x 106 psi, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.
- Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown. If F₁ = 31 kips, F₂ = 14 kips, F3 = 22 kips, and F4 = 37 kips, determine the absolute value of the axial load in rod (2). A F₂ (1) F₂ B F3 F₁ F3 F₁ D O 25 kips O 18 kips O 15 kips O 22 kips O 14 kipsLet's consider a rod having a solid circular cross-section with diameter of 6 mm and it is made of a material having a Young's modulus E = 200 Gpa and a Poisson's ratio of 0.3. If a tensile force F is subjected to that rod cross-section, the diameter becomes 5.995 mm. determine the applied force F. Select one: O F=15708N O F= 10472 N O F=5236 N O F= 13090 N O F=6283 N O F=4189 NA composite bar is rigidly attached to the wall at A as shown. Axial loads are applied at the positions indicated. Bronze Steel E = 200 GPa diameter =60 mm E = 83 GPa diameter = 100 mm %3D 1200 kN 900 kN B C. -3 m 2.5 m- Determine the deformation in member BC Select the correct response 1.43mm 22381 mm 2.16 mm 1.3806 mm 酒