B) The steel rod having a diameter of 2Z mm is subjected to an internal moment of 4Y0 Nm as shown in Figure Q2(b). Take: Z=0 Y =0 (i) Determine the stress created at points A, B, and C. Note that moments of inertia for the circular area can be determined by 1= (ar* )/ 4. M = 4Y0 Nm Radius = 0.5(2Z) mm Figure Q2(b) (0.5 × DD )' Q2 b (i ) x10-“ m* 4 4 - Mc MN /m* @MPa (Compression) I Mc MN /m² @ MPa (Tension) I -M -400x 0.5(20) sin 45 = x10 m |MPa (Compression)

B) The steel rod having a diameter of 2Z mm is subjected to an internal moment of 4Y0 Nm as shown in Figure Q2(b). Take: Z=0 Y =0 (i) Determine the stress created at points A, B, and C. Note that moments of inertia for the circular area can be determined by 1= (ar* )/ 4. M = 4Y0 Nm Radius = 0.5(2Z) mm Figure Q2(b) (0.5 × DD )' Q2 b (i ) x10-“ m* 4 4 - Mc MN /m* @MPa (Compression) I Mc MN /m² @ MPa (Tension) I -M -400x 0.5(20) sin 45 = x10 m |MPa (Compression)

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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