A rectangle of an elastic material is deformed in the x, y plane as represented by the dashed lines. No deformation occurs in the z direction. Using E = 300 MPa and a Poisson's ration of 0.40 determine a) The normal strain that occurs along the x, y and z axis b) The shear strain that occurs at corner D (Ans: 0.0117 rad) c) The normal stress in the x and y directions along the axis d) The shear stress at corner D 5 mm 2 mm 4 mm 2 mm: B 300 mm 72 mm A 400 mm- 3 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A rectangle of an elastic material is deformed in the x, y plane as represented by the dashed lines. No
deformation occurs in the z direction. Using E = 300 MPa and a Poisson's ration of 0.40 determine
a) The normal strain that occurs along the x, y and z axis
b) The shear strain that occurs at corner D (Ans: 0.0117 rad)
c) The normal stress in the x and y directions along the axis
d) The shear stress at corner D
5 mm
2 mm
4 mm
2 mm;
300 mm
2 mm
A
400 mm-
3 mm
Transcribed Image Text:A rectangle of an elastic material is deformed in the x, y plane as represented by the dashed lines. No deformation occurs in the z direction. Using E = 300 MPa and a Poisson's ration of 0.40 determine a) The normal strain that occurs along the x, y and z axis b) The shear strain that occurs at corner D (Ans: 0.0117 rad) c) The normal stress in the x and y directions along the axis d) The shear stress at corner D 5 mm 2 mm 4 mm 2 mm; 300 mm 2 mm A 400 mm- 3 mm
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