nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Circular pipes: supported at bottom: 2 vertical line loads: symmetric
nomeUnit
nomeLoadCondition
nomeLoading
Fig
xCCaricoraggioInttotCaricothkraggioplotcurve
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
ni
Poisson's ratio of material:
4
KM
Equivalent stiffness:
5
beta
alfa
Axial and shear deformation factors:
6
formulaw
7
formulaw1
8
formulau
9
formulau1
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
xmaxN
maxN
15
xmaxMpiu
maxM+
16
xmaxMmeno
maxM-
17
umaxS
sigmamaxS
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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