14 《 B 3m 50KN Determine the vertical displacement at Joint Principle of D. Use the Virtual Work AE IS Constant
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- A hydraulic cylinder with a bore radius of 100 mm and an outer radius of 200 mmhas been designed to withstand a maximum internal pressure of 200 MPa inservice. During operation, the pressure within the cylinder is retained by a freelysliding piston. The steel used in the manufacture has Young’s modulus of 210GNm-2. In an alternative design, the cylinder has been constructed as a compoundcylinder (duplex cylinder) with the same bore and outer radii by shrink-fitting twotubes of the same steel. The nominal radius at the common interface is 150 mmand the radial interference (shrinkage allowance, δ) is 100 μm (micro-meters).a) Determine using Lame’s equations, the radial and circumferentialstresses at the cylinder bore, common interface, and outer surface.b) Graphically present (sketch) the variation of each of these stresses acrossthe cylinder wall, clearly indicating the values at the inner and outer surfacesof each cylinder.c) Draw the Mohr's circles representing the stresses acting on…show all steps/solutionproblem 1.3-9 solution plz....
- Flat belt 100mm wide and 8mm thick transmits power between two pulleys, running at 1600 m/min. The mass of belt is 0.9kg/m length, the angle of lap in the smaller pulley is 1650 and the coefficient of friction between the belt and pulleys is 0.3, If the maximum permissible stress in the belt is 2MN/m2, find the maximum power transmitted. 1 Add fileProblem 04.032 - Use superpositlon to determine the slope of a shaft with loadings In multlple directions A countershaft carrying two V-belt pulleys is shown in the figure. Pulley A receives power from a motor through a belt with the belt tensions shown. The power is transmitted through the shaft and delivered to the belt on pulley B. Assume the belt tension on the loose side at Bis 15 percent of the tension on the tight side. For the steel countershaft shown in the figure below, find the slope of the shaft at each bearing. Use superposition with the deflection equations in Table A-9. ASsume the bearings constitute simple supports. In the figure shown below. Tx = 300 N, Ty= 45 N, and the diameter of the shaft (dshaft) is 21.8 mm. 250 d. S00 dia dshat timensions in millameter. The slope at bearing O is The slope at bearing Cis rad. rad.A homogeneo us 4o kg vigid block is suspended by three spring whose lower ends were oviginally at the same level Each steel spring has 30 tums •f meau diametu of loo mm 8 mm diameter wive on a G= 83 GN/m?.The bvonze spring has uo tuvns mean diameter of of 15 mm diameter wive on 120mm G=42 GN /m? Compute the maximun and sheaving stress in each spring Phosphor Bronze Steel Steel 1 m 2 m wwww
- An overhang hollow shaft having inside diameter 0.5 time outside diameter, carries a cast iron pulley having 800N weights and 900mm diameter, at 250mm from the nearest bearing. The pulley is driven by another pulley mounted on the shaft placed bellow it, to transmit 35kW at 400r.p.m. The belt ends are vertical and parallel; if the ratio of tensions in belt is 3 and the permissible shear stress for material of shaft is limited to 200MPa, determine the diameters of shaft.M y A 2L - 30% В Calculate the support reaction at the roller at A to the nearest whole number. Use up and to the right as positive, down and to the left if negative. M = 63 KN-m P = 143 KN x = 2 y = 7 L = 5 mRepeat the previous problem using sx= 12 MPa.