nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Beam under simple bending: left end fixed: right end free: concentrated load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lunCaricoposCaricodeltalunplotcurve
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
J
Moment of inertia:
4
W
Section modulus:
5
formulay
6
RESULTS AT SELECTED LOCATIONS:
 
x
7
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
8
shearA
xA
A
9
sigmaB
xB
B
10
frecciamaxT
sigmamaxT
momentmaxT
maxT
11
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
12
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
maxM-
13
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxy
14
freccia1
sigma1
x1
x=
15
shear2
x2
x=
16
sigma3
x3
x=
17
sigma4
x4
x=
18
sigma5
x5
x=
19
sigma6
shear6
x6
x=
20
freccia7
sigma7
moment7
x7
x=
21
sigma8
moment8
shear8
x8
x=
22
sigma9
x9
x=
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