A bar of a uniform cross-section is rigidly fixed at one end and loaded by an off-centre tensile pointload F = 1.5 kN at the other end, see Fig. Q1a. The Figure Q1b presents the view of the beam from thefree end where the point of application of the load F is indicated as A. The allowable stress [0]=234MPaThe geometrical parameters are given as followh 18 mm, b=37 mmNybFigure Q1aFigure Q1bhFX b)Q2- the magnitude of the minimum normal stress in the beam and where within the beam it isachieved.Let C denote the point that achieves minimum normal stress on the cross section of the beamThe y-coordinate of C isThe Z-coordinate of C ismmmmThe magnitude of the minimum normal stress in the beam can be calculated asMPa

To determine The magnitude of the minimum normal stress The location of the minimum normal stress

Q2 - the magnitude of the minimum normal stress in the beam and where within the beam it is achieved. Let C denote the point that achieves minimum normal stress on the cross section of the beam The y-coordinate of C is The Z-coordinate of C is mm mm The magnitude of the minimum normal stress in the beam can be calculated as MPa

Q2 - the magnitude of the minimum normal stress in the beam and where within the beam it is achieved. Let C denote the point that achieves minimum normal stress on the cross section of the beam The y-coordinate of C is The Z-coordinate of C is mm mm The magnitude of the minimum normal stress in the beam can be calculated as MPa

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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