The compound shaft has a uniform cross-sectional area with the given length of each segment. Usingthe applied torque on the indicated position, determine the safe diameter of the shaft if the allow stressin each segment is shown and the free end angular deformation is limited to 2.8°Hint:3 different diameters from stress analysisOne answer of diameter from angular deformation.90DN-mATreactuon75DN/m1200N-m3.4m15m 2.3mAllowTorsionalSegment StressG70 GfaAB89GPA BC28GP. CDGOMPA75 MPa50 MPa'

Answered: Image /qna-images/answer/ceb48bc4-5df3-4178-ad97-2ee18d9a4564.jpg

Answered: The compound shaft has a uniform…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A:Y 211O 2_531929016114... -> A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Figure below. Axial loads are applied at the positions indicated. If P = 11 KN and the cross sectional area of each rod is 312.5 mm, determine the stress in each section. 4P Steel Bronze |Aluminum 609.6 mm 914.4 mm 762 mm
2.) When an axial load is applied to the ends of the bar shown, the total elongation of the bar between joints A and C is 0.15 in. Ing segment BC, the normal strain is measured as 1,300 µin/in. Determine: (a) the elongation of segment BC; (b) the normal strain in segment AB of the bar. A tuhe with R 10u106 ni i 11
The normal and shear stresses acting on element A are 6,650 psi, 17,600 psi, and 2,700 psi (see part (b) of the figure below). (Consider only the in-plane stresses - the stresses in the xy-plane). 117,600 psi B A 6,650 psi A Cross Side |2,700 psi Section View (a) (b) Determine the maximum shear stresses (in psi), associated normal stresses (in psi), and angles of the principle planes (in degrees counterclockwise from the +x-axis). (For maximum shear stress, enter the magnitude. For normal stresses, use the sign convention for stresses acting on inclined sections.) max = psi psi 02 psi %3D ° counterclockwise from the +x-axis p1 p2 ° counterclockwise from the +x-axis
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fxplam how the to tal stress at a be determined from the figure below distance z Com ground surface d1 layer 1 d2 layer 2 Iz layer 3 z - d1 - d2

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