A square plate O-P-Q-R of a linear elastic material with sides 1.0 m is loaded in a state of plane stress. Under a given stress condition, the plate deforms to a new configuration O-P'-Q'-R' as shown in figure (not to scale). Under the given deformation the edges of the plate remain straight. 10 mm y4 R'. 10 mm Q R AP' 10 mm P 20 mm The horizontal displacement of the point (0.5 m, 0.5 mm) in the plate O-P-Q-R (in mm, round off to one decimal place) is

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A square plate O-P-Q-R of a linear elastic material
with sides 1.0 m is loaded in a state of plane
stress. Under a given stress condition, the plate
deforms to a new configuration O-P'-Q'-R' as
shown in figure (not to scale). Under the given
deformation the edges of the plate remain straight.
10 mm
y4
R'.
Q'
10 mm
R
Q
10 mm
P
20 mm
The horizontal displacement of the point (0.5 m,
0.5 mm) in the plate O-P-Q-R (in mm, round off
to one decimal place) is
Transcribed Image Text:A square plate O-P-Q-R of a linear elastic material with sides 1.0 m is loaded in a state of plane stress. Under a given stress condition, the plate deforms to a new configuration O-P'-Q'-R' as shown in figure (not to scale). Under the given deformation the edges of the plate remain straight. 10 mm y4 R'. Q' 10 mm R Q 10 mm P 20 mm The horizontal displacement of the point (0.5 m, 0.5 mm) in the plate O-P-Q-R (in mm, round off to one decimal place) is
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