Solve it correctly determine the magnitude and direction of the resultant of the given concurrent coplanar force systems
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determine the magnitude and direction of the resultant of the given concurrent coplanar force systems
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- find the tensile of the bolt with diameter 38mm,80kNThe figure shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the other of bronze. Neglecting the weight of the bar, compute the force (in N) in the steel rod caused by the 42758-Nload, using the following data: length of steel = 1.27 m, length of bronze = 2.06 m Area of steel = 522 mm, Area of bronze = 239 mm Modulus of elasticity of steel = 216 Gpa, Modulus of elasticity of bronze = 84 Gpa x= 0.69 m, y = 1.08 m, and z = 0.86 m. Round off the final answer to three decimal places. ... Bronze Steel Ey te zFigure P1-71 shows a riveted butt joint with cover plates connecting two steel plates. Compute the 1-71. shear stress in the rivets due to a force of 10.2 kN applied to the plates.
- The 500 N load is acting on the helical compression spring with 20 number of turns. The helical spring is having the mean diameter of 12cm,spring wire diameter is 6mm. Find the spring inside diameter. Select one: O a. 114 mm O b. 52mm O c. 150mm O d. 20mm(c) Find the tension T required in the operating wire to raise the signal arm through the system of levers as shown in the Figure below. All length dimensions are in mm. 300 120 F, B 280 kg 180 85 TCompute the bearing stresses at the mating surfaces A, B, C, and D, in Figure P3-127.
- X Your answer is incorrect. A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB - 8 ft, Lec-2 ft, Lco-3 ft. LDE-3 ft, Pc- 1870 lb. PE-2190 lb, WAE-650 lb/ft, b₁-9 in., b2-2 in., b3-6 in., d₁-2 in..d₂-7 in., d3-2 in. Consider the entire 16-ft length of the beam and determine: (a) the maximum tension bending stress o at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Answers: WAB LAB (a) GT = (b) σ, = i i 402.3 558.1 B Pr LBC by C IH by LCD b₂ psi. psi. D d₁ LDE dz dy РЕ ESet P₁= 2 kN and P₂ = 1.5 kN. (Figure 1) Figure 30° -3m D 30° 3m 1 of 1 Copyright @ 3032 D.The cable carrying three 400-N loads has a sag at C of hC = 14 m. Calculate the following: 26.1 The magnitude of the tensile force in segment AB is Blank 1 N. 26.2 The magnitude of the tensile force in segment BC is Blank 2 N. 26.3 The magnitude of the tensile force in segment CD is Blank 3 N. 26.4 The magnitude of the tensile force in segment DE is Blank 4 N.