Forces on Bar Part 3-Basic Unified Engineering-Assignment, Exercises of Aeronautical Engineering

Prof. Uddhar Negi gave this assignment for Advanced Unified Engineering course at Allahabad University. It includes: Forces, Bar, Free, Body, Diagram, Equilibrium, Reactions, Deflection, Compatibility, Constitutive, Deformation

Typology: Exercises

2011/2012

Uploaded on 07/22/2012

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Problem M9
(Materials and Structures)
In the truss shown below determine the deflection of point D under the 10kN load shown
(horizontal and vertical components). The force-displacement relationship for the bars (in
FL
the absence of any temperature change) is given by
d
=
where
d is the bar extension, L,
AE
the length of the bar, A, the bar cross-section and E the Young's Modulus. For the bars in this
problem A = 500 x 10-6 m2, E = 70 x 109 N/m2 . Assume that the deformations of the bars are
small compared to their length.
Angles BAC and ACD are both right angles, BC and AD are parallel to each other.
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Problem M9 (Materials and Structures) In the truss shown below determine the deflection of point D under the 10kN load shown (horizontal and vertical components). The force-displacement relationship for the bars (in FL the absence of any temperature change) is given by d = where d is the bar extension, L, AE the length of the bar, A, the bar cross-section and E the Young's Modulus. For the bars in this problem A = 500 x 10-6^ m^2 , E = 70 x 10^9 N/m^2. Assume that the deformations of the bars are small compared to their length. Angles BAC and ACD are both right angles, BC and AD are parallel to each other.

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