You have posted question 6 twice and hence I am writing its
answer first and then for question 5 after that. Thanks.
Question 6.
Question 5.
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For unit length of seamless sections Angle of twist, I T I cdoud; 4) G All notations are standard. Nous for split section, use reference Advanced Mechanics of materials and applied Elasticity by Aysel 0 ez Je G & Je = E { 1/3 bt3 Je = Equivalent polas MOI (do tdi) (do_dijs b= circular length t= thickness of tube
이 32 dotdi (do-di) (do ²+d; ² + dodi) 48 (do ² -d; 2) (do²+d; 2) do²+d; 2 + do di do2+di? (do since thin walled ascular tubes are given, do²+di² can be substituted by 2d² where d - mean drametes of thin section. 2 1 2d2 3 d2 x Dz 3 Ans Hence option e) None of the above
Given ox I For thin cantileves, dou tatay + fx=0 Jx ry Now, fx=0 and ox is given, Integrating 0 Gry - pay 2 t to Cx). 2I Now, from Boc., Exy)yah = 0 & thus, f (x) = - pach? 2 I i dłny to ay 0 - 2x²y) Txy = Hence, from Tay=-Px Ch²yz) 2 I Pxy I 0 page - a
f₂ Cx) = -ph3 Considering the y-component, +2 Try + Fy = 0 3I doy ry Hence, from Oy 2I Ph3 by ang 31 is taken =0 and Try from o 3 inoy E 4 3 I 2 doy -d an ( Px Ch² ((chat) he 2I | Jy (2²-43 l (3h²y_y (362 y = f ( 3h2y_y3 2h3) Read Answer option-b loya doy PCh² - y2) 2 he 2I Upon integration, y = P. yCh²- y 25 + £2 (4) From B.C., (y) y = h = 0 -Ph (262) hence, f₂ Cx) ZI