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Problem 4.2: The mechanism below is in equilibrium for an applied load of P = 20 kN. Specifications for the mechanism limit t

the modulus of elasticity is not given
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Answer #1

Answer:

Given that,

Load, P = 20 kN

Shear stress, G = 70 MPa

Shear stress in bolt A = 100 MPa

Vertical deflection = 25 mm

L = 1200 m

a = 110 mm

b = 210 mm

a) > Displacement Diagram of- shaft DC. - b a) The angle at point a gind = 1 d = sin ) = sin(0.005) = sint (0 : 1190) = 6.937=) The torque in the shaft, T= Px - Precos! = Pacos T = (0000) X. Co. 21) eos (6.3879 = 20000 x 0.21*0.9937 2.2170.13 Nm :) TC=0.03359 m 5. que - RTL GAO - Lose - T2TL 14 CAGO here, Gts shear modulus, c 2. % 1170.13 X 1-2 ÄX80x109 10008.312 3880X10%d = 2 8003359 = 0.06718 = 67.18mm . The minimum diameter required for shaft Beis 67:18mm b) The force acting on the bolt. T=

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