nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Circular pipes: supported at bottom: loaded by self weight: directed upwards
nomeUnit
nomeLoadCondition
nomeLoading
Fig
thkraggioraggioIntplotcurve
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
ni
Poisson's ratio of material:
4
dens
Mass density of material:
5
KM
Equivalent stiffness:
6
beta
alfa
Axial and shear deformation factors:
7
totCarico
Support reaction:
8
formulaw
9
formulau
RESULTS AT SELECTED LOCATIONS:
 
x
10
unitsFreccia
unitsStress
unitsMoment
unitsForce
.
11
wA
uA
sigmaA
momentA
shearA
normalA
xA
A
12
wB
uB
sigmaB
momentB
shearB
normalB
xB
B
13
wC
uC
sigmaC
momentC
shearC
normalC
rC
C
14
wmaxN
umaxN
sigmamaxN
momentmaxN
shearmaxN
normalmaxN
xmaxN
maxN
15
wmaxMpiu
umaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
normalmaxMpiu
xmaxMpiu
maxM+
16
wmaxMmeno
umaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
normalmaxMmeno
xmaxMmeno
maxM-
17
wmaxS
umaxS
sigmamaxS
momentmaxS
shearmaxS
normalmaxS
xmaxS
maxS
18
w1
u1
sigma1
moment1
shear1
normal1
x1
x=
19
w2
u2
sigma2
moment2
shear2
normal2
x2
x=
20
w3
u3
sigma3
moment3
shear3
normal3
x3
x=
21
w4
u4
sigma4
moment4
shear4
normal4
x4
x=
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numPag1

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