nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Circular arch: uniform section: end A: fixed: end B: inclined guide: uniform load: radial
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lucesaettaraggioCaricophiplotcurveangsupp
1
specMaterial
Material of construction:
2
G
Young
Unit for: Material modulus
Elastic & shear moduli of mat'l:
3
ni
Poisson's ratio of material:
4
shearf
area
Section area & shear factor:
5
W
J
Moment of inertia & section modulus:
6
beta
alfa
Axial and shear deformation factors:
7
totCarico
Total arch load: vertical:
8
Unit for: Load
9
''
10
formulaw
11
RESULTS AT SELECTED LOCATIONS:
 
x
12
unitsFreccia
unitsStress
unitsForce
unitsMoment
unitsForce
unitsLungh
.
13
sigmaA
normalA
xA
A
14
frecciaB
xB
B
15
xmaxN
maxN
16
xmaxMpiu
maxM+
17
xmaxMmeno
maxM-
18
maxS
19
xmaxy
maxη
20
freccia1
sigma1
shear1
moment1
x1
x=
21
shear2
normal2
x2
x=
22
sigma3
shear3
x3
x=
23
normal4
x4
x=
24
freccia5
sigma5
shear5
x5
x=
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numTotPag
numPag1

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