Small deflections of rectangular plates: 1 clamped side, 2 supported(adjacent) and 1 free: distributed load: over a partial rectangular area
Fig
dueaduebCaricoxzeroxunoyzeroyunospessoreplotiso
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RESULTS AT SELECTED LOCATIONS:
 
x
y
8
.
9
C
10
maxsx
11
maxsy
12
maxtxy
13
maxw
14
(x,y)=
15
(x,y)=
16
(x,y)=
17
(x,y)=
18
(x,y)=
Reac.@
r=x/a,y/b
19
.
20
r=
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r=
22
r=
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