4-34. If the cable can be subjected to a maximum tension of 1.5 kN, determine the maximum force F which may be applied to the plate. Compute the x, y, z components of reaction at the hinge A for this loading. 0.3 m 02m X0.1 m 03m 0.9 m
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- Find the force F that must be applied at the handle to produce a clamping force of 75 lbs at E, given:L1 = 8 in, L2 = 2.25 in, L3 = 1 in, L4 = 10 in, θ = 30 °in the pulley system and the diagram above, assume that the bearings at oh and C are properly aligned and smooth and that T2 =30 N all dimensions in millimeters and the belt tensions are all tangential to the pulleys a. If the shaft runs at a constant speed, determine the tension T1 b draw a free body diagram of the shaft and determine the reactions at bearing sea in terms of the components along the Y and Z axis. Assume neither bearing and oh or see produces an axial thrustW=25N, h=60mm. Find the spring force acting on the member DE and the reactions of the support at F.
- find the force in each tinder (ring) and determine if it is in tension or compression using the node method a) h= 0.1 m b) h= 0.5 mThe spring has a stiffness of 830 N/m and is undisturbed and measures 400 mm. Determine the forces on the BC and BD cables when the spring is stretched in the position shown in the figure.Both pulleys are fixed to the shaft and as the shaft turns with constant angular velocity, the power of pulley A is transmitted to pulley B. The bearings are in proper alignment and exert only force reactions on the shaft. Please note the positive direction of each axis. Determine the horizontal tension T in the belt on pulley B if θ=0∘. Determine the x, y, z components of reaction at the journal bearing C. Determine the x, y, z components of reaction at the thrust bearing D.
- The plate is made of steel having a density of 7850kg/m3. If the thickness of the plate is 10 mm,determine the horizontal and vertical components ofreaction at the pin A and the tension in cable BC.The bracket is held to the wall using three A-36 steel bolts at B, C, and D. Each bolt has a diameter of 0.5 in. and an unstretched length of 2 in. If a force of 800 lb is placed on the bracket as shown, determine the force developed in each bolt. For the calculation, assume that the bolts carry no shear; rather, the vertical force of 800 lb is supported by the toe at A. Also, assume that the wall and bracket are rigid. A greatly exaggerated deformation of the bolts is shown.Determine the support reactions at the smooth collar A and the normal reaction at the roller support B.
- The post is made of Douglas fir and has a diameter of 100 mm. If it is subjected to the load of 20 kN and the soil provides a frictional resistance that is distributed along its length and varies linearly from w = 4 kN>m at y = 0 to w = 12 kN>m at y = 2 m, determine the force F at its bottom needed for equilibrium. Also, what is the displacement of the top of the post A with respect to its bottom B? Neglect the weight of the post.The railcar docklight is supported by the 1 8-in.-diameter pin at A. If the lamp weighs 4 lb, and the extension arm AB has a weight of 0.5 lb>ft, determine the average shear stress in the pin needed to support the lamp. Hint: The shear force in the pin is caused by the couple moment required for equilibrium at A.If the roller at A and the pin at B can support a load up to 4 kN and 8 kN,respectively, then determine the maximum intensity of the distributed load w, measured in kN/m,so that failure of the supports does not occur. Note that the roller support at A has an inclined axisby which the reactionary force will act through.