Small deflections of rectangular plates: 2 adjacent clamped sides, 2 free: uniform load
Fig
dueaduebCaricospessoreplotiso
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RESULTS AT SELECTED LOCATIONS:
 
x
y
7
.
8
C
9
maxsx
10
maxsy
11
maxtxy
12
maxw
13
(x,y)=
14
(x,y)=
15
(x,y)=
16
(x,y)=
17
(x,y)=
18
(x,y)=
19
(x,y)=
Reac.@
r=x/a,y/b
20
.
21
r=
22
r=
23
r=
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