um_visua
Annular flat plate: with uniform thickness: simple bending: outer edge guided: inner edge supported: 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
shearA
Shear load: at edge A:at edges:
8
at edges:
RESULTS AT SELECTED LOCATIONS:
 
r
9
unitsFreccia
unitsStress
unitsLungh
.
10
frecciaA
tauA
sigtA
rA
A
11
frecciaB
tauB
sigtB
rB
B
12
rmax_rM
maxsr
13
maxst
14
rmaxQ
maxt
15
rmaxSI
maxSI
16
rmaxy
maxy
17
freccia1
tau1
sigr1
r1
r=
18
tau2
sigr2
r2
r=
19
tau3
sigt3
sigr3
r3
r=
20
freccia4
tau4
sigt4
r4
r=
21
tau5
sigr5
r5
r=
22
freccia6
tau6
sigr6
r6
r=
23
freccia7
tau7
sigt7
r7
r=
24
freccia8
tau8
sigt8
sigr8
r8
r=
25
freccia9
sigt9
sigr9
r9
r=
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numPag1

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