nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Circular ring beam: supported at bottom: 2 horizontal loads
nomeUnit
nomeLoadCondition
nomeLoading
Fig
xCCaricoraggiototCaricoplotcurve
1
specMaterial
Material of construction:
2
G
Young
Unit for: Material modulus
Elastic modulus: shear modulus:
3
shearf
ni
Poisson's ratio: shear factor:
4
area
J
Moment of inertia: area of section:
5
beta
alfa
Axial and shear deformation factors:
6
formulaw
7
formulaw1
8
formulau
9
formulau1
RESULTS AT SELECTED LOCATIONS:
 
x
10
unitsFreccia
unitsMoment
unitsForce
.
11
wA
uA
momentA
shearA
normalA
xA
A
12
wB
uB
momentB
shearB
normalB
xB
B
13
wC
uC
momentC
shearC
normalC
rC
C
14
wmaxN
umaxN
momentmaxN
shearmaxN
normalmaxN
xmaxN
maxN
15
wmaxMpiu
umaxMpiu
momentmaxMpiu
shearmaxMpiu
normalmaxMpiu
xmaxMpiu
maxM+
16
wmaxMmeno
umaxMmeno
momentmaxMmeno
shearmaxMmeno
normalmaxMmeno
xmaxMmeno
maxM-
17
wmaxS
umaxS
momentmaxS
shearmaxS
normalmaxS
xmaxS
maxS
18
w1
u1
moment1
shear1
normal1
x1
x=
19
w2
u2
moment2
shear2
normal2
x2
x=
20
w3
u3
moment3
shear3
normal3
x3
x=
21
w4
u4
moment4
shear4
normal4
x4
x=
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numPag1

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