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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

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

Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.7.7P: A bar of monel metal with a length L = 9 in. and a diameter d = 0225 in. is loaded axially by a...
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b) 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
Transcribed Image Text:b) 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
A bar of a uniform cross-section is rigidly fixed at one end and loaded by an off-centre tensile point load F = 1.5 kN at the other end, see Fig. Q1a. The Figure Q1b presents the view of the beam from the free end where the point of application of the load F is indicated as A. The allowable stress [ o]=267 MPa The geometrical parameters are given as follow h=20 mm, b=37 mm Z A. T b Figure Q1a Figure Q1b h F
Transcribed Image Text:A bar of a uniform cross-section is rigidly fixed at one end and loaded by an off-centre tensile point load F = 1.5 kN at the other end, see Fig. Q1a. The Figure Q1b presents the view of the beam from the free end where the point of application of the load F is indicated as A. The allowable stress [ o]=267 MPa The geometrical parameters are given as follow h=20 mm, b=37 mm Z A. T b Figure Q1a Figure Q1b h F
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