nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
um_visua
Circular arch: uniform section: end A: fixed: end B: free: uniform load: per unit length of arch: horizontal
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lucesaettaraggioCaricophiplotcurve
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
totCaricoH
Total arch load: horizontal:
8
verticalB
verticalA
Unit for: Load
Vertical reaction:
9
horizontalB
horizontalA
''
Horizontal reaction:
10
formulaw
11
formulau
RESULTS AT SELECTED LOCATIONS:
 
x
12
unitsFreccia
unitsStress
unitsForce
unitsMoment
unitsForce
unitsLungh
.
13
frecciaA
sigmaA
shearA
momentA
normalA
xA
A
14
frecciaB
sigmaB
shearB
momentB
normalB
xB
B
15
frecciamaxN
sigmamaxN
shearmaxN
momentmaxN
normalmaxN
xmaxN
maxN
16
frecciamaxMpiu
sigmamaxMpiu
shearmaxMpiu
momentmaxMpiu
normalmaxMpiu
xmaxMpiu
maxM+
17
frecciamaxMmeno
sigmamaxMmeno
shearmaxMmeno
momentmaxMmeno
normalmaxMmeno
xmaxMmeno
maxM-
18
frecciamaxS
sigmamaxS
shearmaxS
momentmaxS
normalmaxS
xmaxS
maxS
19
frecciamaxy
sigmamaxy
shearmaxy
momentmaxy
normalmaxy
xmaxy
maxη
20
freccia1
sigma1
shear1
moment1
normal1
x1
x=
21
freccia2
sigma2
shear2
moment2
normal2
x2
x=
22
freccia3
sigma3
shear3
moment3
normal3
x3
x=
23
freccia4
sigma4
shear4
moment4
normal4
x4
x=
24
freccia5
sigma5
shear5
moment5
normal5
x5
x=
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