nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Continuous beam: over 5 spans: in simple bending: point load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lun1lun2lun3lun4lun5CaricoposCplotcurvespecMaterialYoungJW1W2
1
luntot
Total beam length:
2
reactionC
reactionB
reactionA
Unit for: reaction
Reactions:
3
reactionF
reactionE
reactionD
Unit for: reaction
.
4
formulay
5
formulay1
6
formulay2
7
formulay3
8
formulay4
9
formulay5
RESULTS AT SELECTED LOCATIONS:
 
x
10
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
11
frecciaA
sigmaA
momentA
shearA
xA
A
12
frecciaB
sigmaB
momentB
shearB
xB
B-
13
frecciaB
sigmaB
momentB
shearBpiu
xB
B+
14
frecciaC
sigmaC
momentC
shearC
xCC
C-
15
frecciaC
sigmaC
momentC
shearCpiu
xCC
C+
16
frecciaD
sigmaD
momentD
shearD
xD
D-
17
frecciaD
sigmaD
momentD
shearDpiu
xD
D+
18
frecciaE
sigmaE
momentE
shearE
xE
E-
19
frecciaE
sigmaE
momentE
shearEpiu
xE
E+
20
frecciaF
sigmaF
momentF
shearF
xF
F
21
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
22
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
23
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
24
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxy
25
freccia1
sigma1
moment1
shear1
x1
x=
26
freccia2
sigma2
moment2
shear2
x2
x=
27
freccia3
sigma3
moment3
shear3
x3
x=
28
freccia4
sigma4
moment4
shear4
x4
x=
29
freccia5
sigma5
moment5
shear5
x5
x=
30
freccia6
sigma6
moment6
shear6
x6
x=
31
freccia7
sigma7
moment7
shear7
x7
x=
32
freccia8
sigma8
moment8
shear8
x8
x=
33
freccia9
sigma9
moment9
shear9
x9
x=
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