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50 km 03: The pipe shown in figure below has an inner diameter of 100 mm and an outer diameter of 120 mm is subjected to thestrength of material

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Soj BORN 100mm LON 2 200mm) 300 mm 2 bo di = 100 mm do = 120mm 64 by I do di bending Strees in , direction M 1 - f M = 30x0.26x103 x do Id}(1-10) 6x103 x 1 32 Ty 2-10) (-48019 g 68.310 MPa. Aug Bending stress in 2-direction Oz = Moz I 10x10°*0.2 x doT = 10x0.4 = yen-m I - I Ip er do/2 Tx do/z z 1960-17) Tx do 18 d. 2 bo Tod: (1-459 Estos こて 4x103 x 1 * 6./2013 (1-49 X 16 202 = 45.54-32.22 6613 de 62 - 13.3133 MPa. maximum shear stress theo Tmax = 101-02 77.7666 - 13.3133 2 Emax – 1 32.22665 MPa

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