nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Continuous beam: over 2 spans: in simple bending: point load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lun1lun2CaricoposCplotcurvespecMaterialYoungJW1W2
1
luntot
Total beam length:
2
reactionC
reactionB
reactionA
Unit for: reaction
Reactions:
3
formulay
4
formulay1
5
formulay2
RESULTS AT SELECTED LOCATIONS:
 
x
6
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
7
frecciaA
sigmaA
momentA
shearA
xA
A
8
frecciaB
sigmaB
momentB
shearB
xB
B-
9
frecciaB
sigmaB
momentB
shearBpiu
xB
B+
10
frecciaC
sigmaC
momentC
shearC
xCC
C
11
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
12
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
13
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
14
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxy
15
freccia1
sigma1
moment1
shear1
x1
x=
16
freccia2
sigma2
moment2
shear2
x2
x=
17
freccia3
sigma3
moment3
shear3
x3
x=
18
freccia4
sigma4
moment4
shear4
x4
x=
19
freccia5
sigma5
moment5
shear5
x5
x=
20
freccia6
sigma6
moment6
shear6
x6
x=
21
freccia7
sigma7
moment7
shear7
x7
x=
22
freccia8
sigma8
moment8
shear8
x8
x=
23
freccia9
sigma9
moment9
shear9
x9
x=
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