vi) Using Macauley’s method, determine the deflection of the member at the locations where the 25 kN, 20 kN and 50 kN point loads are applied. Comment on how the maximum deflection of the member could be determined. Young’s Modulus of elasticity = 205 GN/m2 Poisson’s ratio = 0.31

vi) Using Macauley’s method, determine the deflection of the member at the locations where the 25 kN, 20 kN and 50 kN point loads are applied. Comment on how the maximum deflection of the member could be determined. Young’s Modulus of elasticity = 205 GN/m2 Poisson’s ratio = 0.31

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

vi) Using Macauley’s method, determine the deflection of the member at the locations where the 25 kN, 20 kN and 50 kN point loads are applied. Comment on how the maximum deflection of the member could be determined.

Young’s Modulus of elasticity = 205 GN/m2
Poisson’s ratio = 0.31

25 kN
Delta Strain 20 kN
Gauge
50 kN
D=
5 kN/m
8 kN/m
110 kN
1.5m
l0.5m 0.5m0.75m 0.5m
4m

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