nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Beam under bending: with held ends: left end fixed: right end guided: uniform load
nomeUnit
nomePart
Fig
plotcurvelunCarlongCarico
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
area
Section area:
4
J
Moment of inertia: in load plane:
5
W
Section modulus: in load plane:
6
Caricotot
Total beam load:
7
sigmaN
Tensile stress in section:
8
K
Dimensionless parameter:
9
formulay
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
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
14
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
15
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
16
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxy
17
freccia1
sigma1
moment1
shear1
x1
x=
18
freccia2
sigma2
moment2
shear2
x2
x=
19
freccia3
sigma3
moment3
shear3
x3
x=
20
freccia4
sigma4
moment4
shear4
x4
x=
21
freccia5
sigma5
moment5
shear5
x5
x=
22
freccia6
sigma6
moment6
shear6
x6
x=
23
freccia7
sigma7
moment7
shear7
x7
x=
24
freccia8
sigma8
moment8
shear8
x8
x=
25
freccia9
sigma9
moment9
shear9
x9
x=
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