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 kipsPlease 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.Let'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 M
- The 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 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 plateA 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 NAxial loads are applied with rigid bearing plates to the solid cylindrical rods shown. If F₁ = 33 kips, F₂ = 18 kips, F3 = 25 kips, and F4 = 38 kips, determine the absolute value of the axial load in rod (2). F₁ A F₂ (1) F₂ B F3 (3) F3 F₁ с D O 21 kips 16 kips 29 kips 25 kips O 19 kips