Example 6.24. A sliding block, having a mass of 40 kg, slides over a 40 mm dia 1200 mm long horizontal rod at a velocity of 2 m/s, is stopped by its impact, with a rigid collar provided at the end of the rod as shown in Fig. 6.20. Ignoring friction and bending of the bar, find the instantaneous stress induced in the bar. Take E = 2 x 10' N/mm². F 1-2m 140mm DIA ROD 2 m/S 40kg MASS

Example 6.24. A sliding block, having a mass of 40 kg, slides over a 40 mm dia 1200 mm long horizontal rod at a velocity of 2 m/s, is stopped by its impact, with a rigid collar provided at the end of the rod as shown in Fig. 6.20. Ignoring friction and bending of the bar, find the instantaneous stress induced in the bar. Take E = 2 x 10' N/mm². F 1-2m 140mm DIA ROD 2 m/S 40kg MASS

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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