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Two solid, coaxial, circular bars (each 10 in. long) are mounted into walls such

ID: 1819999 • Letter: T

Question

Two solid, coaxial, circular bars (each 10 in. long) are mounted into walls such that their free ends arc separated by a small gap. as shown below. Rif A (I in. diameter) has a shear modulus GA - 6 times 104psi. while bar B (2 in diameter) has a shear modulus GA - 4 times106 psi. If the free end of has A is routed 2* about its axis and then the two bars are welded together. determine: The moment required to produce an angle of twist of 2? in bar A The magnitudes of the angles of twist in bars A and H after welding (The polar moment of inertia of s solid bar J = pi/2x2)

Explanation / Answer

(a) From = TL/GJ, we have

T = GJ/L = (2*/180 rad)[(6E6)(*0.54/2)/(10) = 2.056E3 lb.in = 2.056 kips.in

(b) Let the angle of twist is , Then for both shafts

= TBL/GBJB     (1)

- = TAL/GAJA    (2)

Therefore, (1)+(2) to give

= TAL/GAJA+TBL/GBJB    (3)

From the equilibrium, we also have

TA=TB                               (4)

From (4) and (3), we have

= TAL/GAJA+TAL/GBJB =TAL[1/(GAJA)+1/(GBJB)]

2/180 = TA(10)[1/(6E6**0.54/2)+1/(4E6**14/2)] We have

TA =1880 lb.in = TB

From (1), we have

= TBL/(GBJB )=(1880)(10)/[4E6* *14/2]=2.992x10-3 rad = 0.1714 degrees

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