nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Circular arch: uniform section: end A: fixed: end B: free: concentrated load: tangential
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lucesaettaraggioxCCaricophiplotcurve
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
Unit for: Load
8
''
9
formulaw
10
formulaw1
11
formulau
12
formulau1
RESULTS AT SELECTED LOCATIONS:
 
x
13
unitsFreccia
unitsStress
unitsForce
unitsMoment
unitsForce
unitsLungh
.
14
frecciaA
momentA
xA
A
15
frecciaB
momentB
xB
B
16
frecciamaxN
xmaxN
maxN
17
frecciamaxMpiu
xmaxMpiu
maxM+
18
xmaxMmeno
maxM-
19
frecciamaxS
xmaxS
maxS
20
xmaxy
maxη
21
freccia1
moment1
x1
x=
22
freccia2
shear2
moment2
x2
x=
23
freccia3
shear3
moment3
x3
x=
24
freccia4
moment4
x4
x=
25
freccia5
moment5
x5
x=
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