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dataEmesso
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um_visua
Large deflections of rectangular plates: 4 simply supported sides: distributed load linearly varying along side a: starting at x0
nomeUnit
nomePart
Fig
dueaduebx0Caricospessoreplotiso
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
Poisson
Poisson's ratio of material:
4
constantD
Plate constant:
5
totCarico
Total plate load:
6
Reaction2
Reaction1
Unit for: Load
Corner reactions:
7
U0
W0
Unit for: Length
Parameters:
8
formulaw
9
formulau
10
formulav
RESULTS AT SELECTED LOCATIONS:
 
x
y
11
unitsFreccia
unitsStress
unitsLungh
.
12
frecciaC
SIbC
SImC
S1mC
yC
xC
C
13
frecciaminS1m
SIbminS1m
SImminS1m
S1mminS1m
yminS1m
xminS1m
minS1m
14
frecciamaxSIm
SIbmaxSIm
SImmaxSIm
S1mmaxSIm
ymaxSIm
xmaxSIm
maxSIm
15
frecciamaxSIb
SIbmaxSIb
SImmaxSIb
S1mmaxSIb
ymaxSIb
xmaxSIb
maxSIm+b
16
frecciamaxw
SIbmaxw
SImmaxw
S1mmaxw
ymaxw
xmaxw
maxw
17
freccia10
SIb10
SIm10
S1m10
y10
x10
(x,y)=
18
freccia20
SIb20
SIm20
S1m20
y20
x20
(x,y)=
19
freccia01
SIb01
SIm01
S1m01
y01
x01
(x,y)=
20
freccia11
SIb11
SIm11
S1m11
y11
x11
(x,y)=
21
freccia21
SIb21
SIm21
S1m21
y21
x21
(x,y)=
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numTotPag
numPag1

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