Small deflections of rectangular plates: 4 simply supported sides: uniform load
1
Material of construction:
2
Elastic modulus of material:
3
Poisson's ratio of material:
4
Plate constant:
5
Total plate load:
6
Corner reaction:
7
RESULTS AT SELECTED LOCATIONS:
x
y
8
.
9
C
10
max
s
x
11
max
s
y
12
max
t
xy
13
max
w
14
(
x,y
)=
15
(
x,y
)=
16
(
x,y
)=
17
(
x,y
)=
18
(
x,y
)=
Reac.@
r=x/
a
,y/
b
19
.
20
r
=
21
r
=
22
r
=
#
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