_______________________________________________________________________
PROBLEMS (8.116 through 120) The state of strain at a point in a thin steel plate is given in the
following table. Calculate:
(a) The in-plane principal strains and the maximum in-plane shear strain.
(b) The absolute or true maximum shearing strain (
= 0.3).
Sketch the results found in part (a) on properly oriented deformed elements.
---------------------------------------------------------------------------------------
Problem
y
y
---------------------------------------------------------------------------------------
8.116 400
100
200
8.117 -900
400
-200
8.118 -720
0
300
8.119 200
600
600
8.120 500
-100
150
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SOLUTION (116)
(a) 400 100
' 250
2
μ
==
1
110
' tan 16.8
215 o
p
θ
−
==
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" 16.8 45 61.8o
s
θ
=+=
22
100 150 180.3R
=+=
max 2 361R
μ
=
4303.180250
1
703.180250
2
Continued on next slide
430
61.8o
70
250
250
16.8o
360
2
(
)
1
(μ)
400, -100)
2
(
2'
p
'