nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Circular pipes: supported at bottom: 2 facing horizontal line loads
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
7
8
9
RESULTS AT SELECTED LOCATIONS:
 
x
10
unitsFreccia
unitsStress
unitsMoment
unitsForce
.
11
uA
xA
A
12
xB
B
13
rC
C
14
maxN
15
xmaxMpiu
maxM+
16
maxM-
17
maxS
18
x1
x=
19
w2
shear2
x2
x=
20
x3
x=
21
w4
x4
x=
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numTotPag
numPag1

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