nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Curved beam in bending: end A supported and roll guided: end B supported and roll guided: distributed load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
raggioCaricoxCoxCphiplotcurve
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
ni
Poisson's ratio of material:
4
G
Shear modulus of material:
5
J
Moment of inertia in load plane:
6
K
Torsional inertia constant:
7
totCarico
Total beam load:
8
lungh
Beam developed length:
9
P0
Y0
Parameters:
10
formulay
11
formulay1
12
formulay2
13
formulapsi
14
formulapsi1
15
formulapsi2
RESULTS AT SELECTED LOCATIONS:
 
x
16
unitsRotaz
unitsFreccia
unitsMoment
unitsForce
unitsAngolo
.
17
rollA
frecciaA
twistA
momentA
shearA
xA
A
18
rollB
frecciaB
twistB
momentB
shearB
xB
B
19
rollmaxV
frecciamaxV
twistmaxV
momentmaxV
shearmaxV
xmaxV
maxV
20
rollmaxMpiu
frecciamaxMpiu
twistmaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
21
rollmaxMmeno
frecciamaxMmeno
twistmaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
22
rollmaxT
frecciamaxT
twistmaxT
momentmaxT
shearmaxT
xmaxT
maxT
23
rollmaxy
frecciamaxy
twistmaxy
momentmaxy
shearmaxy
xmaxy
maxy
24
roll1
freccia1
twist1
moment1
shear1
x1
x=
25
roll2
freccia2
twist2
moment2
shear2
x2
x=
26
roll3
freccia3
twist3
moment3
shear3
x3
x=
27
roll4
freccia4
twist4
moment4
shear4
x4
x=
28
roll5
freccia5
twist5
moment5
shear5
x5
x=
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