nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Small deflections of rectangular plates: 3 clamped sides, 1 supported: uniform load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
dueaduebCaricospessoreplotiso
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
formulay
RESULTS AT SELECTED LOCATIONS:
 
x
y
7
unitsFreccia
unitsStress
unitsLungh
.
8
frecciaC
sigxyC
sigyC
sigxC
yC
xC
C
9
frecciamaxsx
sigxymaxsx
sigymaxsx
sigxmaxsx
ymaxsx
xmaxsx
maxsx
10
frecciamaxsy
sigxymaxsy
sigymaxsy
sigxmaxsy
ymaxsy
xmaxsy
maxsy
11
frecciamaxsxy
sigxymaxsxy
sigymaxsxy
sigxmaxsxy
ymaxsxy
xmaxsxy
maxtxy
12
frecciamaxw
sigxymaxw
sigymaxw
sigxmaxw
ymaxw
xmaxw
maxw
13
freccia01
sigxy01
sigy01
sigx01
y01
x01
(x,y)=
14
freccia02
sigxy02
sigy02
sigx02
y02
x02
(x,y)=
15
freccia10
sigxy10
sigy10
sigx10
y10
x10
(x,y)=
16
freccia11
sigxy11
sigy11
sigx11
y11
x11
(x,y)=
17
freccia12
sigxy12
sigy12
sigx12
y12
x12
(x,y)=
18
freccia20
sigxy20
sigy20
sigx20
y20
x20
(x,y)=
19
freccia21
sigxy21
sigy21
sigx21
y21
x21
(x,y)=
Reac.@
r=x/a,y/b
20
unitsReac
unitsNull
.
21
reazxa1
reazx01
reazy1
xsua_ysub1
r=
22
reazxa2
reazx02
reazy2
xsua_ysub2
r=
23
reazxa3
reazx03
reazy3
xsua_ysub3
r=
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numPag1

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