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Small deflections of rectangular plates: 1 clamped side, 3 free: distributed load: over a partial rectangular area
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../../Images/lastre/flessione/rettangolari/retf1l3dis.png
dueaduebCaricoxzeroxunoyzeroyunospessoreplotiso
1
2
Young
Elastic modulus of material:
3
Poisson
Poisson's ratio of material:
4
constantD
Plate constant:
5
6
formulay
RESULTS AT SELECTED LOCATIONS:
 
x
y
7
.
8
frecciaC
sigxC
C
9
frecciamaxsx
sigxmaxsx
maxsx
10
frecciamaxsy
sigxmaxsy
maxsy
11
frecciamaxsxy
sigxmaxsxy
maxtxy
12
frecciamaxw
sigxmaxw
maxw
13
freccia10
sigx10
(x,y)=
14
freccia20
sigx20
(x,y)=
15
freccia01
sigx01
(x,y)=
16
freccia11
sigx11
(x,y)=
17
freccia21
sigx21
(x,y)=
Reac.@
r=x/a,y/b
18
.
19
reazx1
r=
20
reazx2
r=
21
reazx3
r=
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