nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Annular flat plate: with uniform thickness: simple bending: outer edge free: inner edge fixed: uniform annular line moment
nomeUnit
nomeLoadCondition
nomeLoading
Fig
reriCaricoposCaricothkplotcurve
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material: at Tamb:
3
ni
Poisson's ratio of material:
4
KD
Plate constant:
\SOLORISULT
5
formulay
6
formulay1
7
shearB
shearA
Shear load:at edges:
8
moment_rB
moment_rA
Radial bending moment:at edges:
RESULTS AT SELECTED LOCATIONS:
 
r
9
unitsFreccia
unitsStress
unitsLungh
.
10
frecciaA
tauA
sigtA
sigrA
rA
A
11
frecciaB
tauB
sigtB
sigrB
rB
B
12
frecciamax_rM
taumax_rM
sigtmax_rM
sigrmax_rM
rmax_rM
maxsr
13
frecciamax_tM
taumax_tM
sigtmax_tM
sigrmax_tM
rmax_tM
maxst
14
frecciamaxQ
taumaxQ
sigtmaxQ
sigrmaxQ
rmaxQ
maxt
15
frecciamaxSI
taumaxSI
sigtmaxSI
sigrmaxSI
rmaxSI
maxSI
16
frecciamaxy
taumaxy
sigtmaxy
sigrmaxy
rmaxy
maxy
17
freccia1
tau1
sigt1
sigr1
r1
r=
18
freccia2
tau2
sigt2
sigr2
r2
r=
19
freccia3
tau3
sigt3
sigr3
r3
r=
20
freccia4
tau4
sigt4
sigr4
r4
r=
21
freccia5
tau5
sigt5
sigr5
r5
r=
22
freccia6
tau6
sigt6
sigr6
r6
r=
23
freccia7
tau7
sigt7
sigr7
r7
r=
24
freccia8
tau8
sigt8
sigr8
r8
r=
25
freccia9
tau9
sigt9
sigr9
r9
r=
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