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Part The cylinder consists of spirally wrapped steel plates that are welded at the seams in the orlentation shown. Assume 35, The cylinder has an Inslde diameter of 33 in. and a wall thickness of 0.3750 in. The end of the cylinder is capped by a rigld end plate. The cylinder is subjected to a nompressive load af P-80 kips and a torque of T-210 kip-ft, which are applied to the rigid and can in the directions shown. Datermina: (a) the normal stress perpendicular to the weld seams (b) the shear stress parallel to the weld seams. (c)Uhe printipal stresses and the maximum shear stress on the uutside surfave of the cylinder (a) Determine the magnitude of the normal stress (report a positive number) on an element whose sides are paral lel to the x and y axes caused by the axlal load. Express your answers in ksi. the tolerance is +/-5%▼ Part 2 (a) Determine the maqnitude of the shear stress (report a positive number) on an element whose sides are parallel to the x and y axes caused by the torque- Answer: T- ksi. tolerance is +/5% LINK TO IEXI Attempts: 0 of 5 used SAVE FOR LATER ▼ Part 3 a) Determine he correct aqns ar he s rezes using the s gn convention or stresses on an cement. A so determine he normal and angle) that tangent di rections ar he w ld seam specifyin he angle A, report only the positive angle that ocates ,Creport e dedion with respect to th Answer:▼ Part4 Determine the normal stress (positive if tensile, negative if compressive) perpendicular to the weld Answer: ơn leá. the tolerance is +/-596 LINK TO TEXT Part5 (b) Determine the shear stress (remember that the t direction is perpendicular to n in the same sense that y is perpendicular to x) parallel to the weld Answer: Tt = ksi. the tolerance is +/-5%Part 6 (c) Determine the principal stresses (op1 > ơp2 ) at the point. Answers: σοι-- ksi. LINK TO TEXT ▼ Part 7 (c) Determine the maximum in-plane shear stress and its associated normal stress at the point. AnswerS: Tmax- ksi, ơavg- ksi. LINK TO TEXTDetermine the orientation (report the smallest rotatian angla) of the principal stresses. nswer: e,- the tolerance is +/-596 Attempts: 0 of 5 used AVE FOR LATER

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