nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Beam under bending+shear: left end fixed: right end supported: distributed load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lunCaricoCaricooposCaricoposCaricoodeltalunplotcurve
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
area
Section area:
6
J
Moment of inertia:
7
W
Section modulus:
8
shearf
Shear factor:
9
kappa
Shear to bending ratio:
10
totCarico
Total beam load:
11
formulay
12
formulay1
13
formulay2
14
formulayt
15
formulayt1
16
formulayt2
RESULTS AT SELECTED LOCATIONS:
 
x
17
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
18
frecciaA
sigmaA
momentA
shearA
xA
A
19
frecciaB
sigmaB
momentB
shearB
xB
B
20
frecciamaxT
momentmaxT
shearmaxT
xmaxT
maxT
21
frecciamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
22
frecciamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
23
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxy
24
freccia1
sigma1
moment1
shear1
x1
x=
25
freccia2
sigma2
moment2
shear2
x2
x=
26
freccia3
sigma3
moment3
shear3
x3
x=
27
freccia4
sigma4
moment4
shear4
x4
x=
28
freccia5
sigma5
moment5
shear5
x5
x=
29
freccia6
sigma6
moment6
shear6
x6
x=
30
freccia7
sigma7
moment7
shear7
x7
x=
31
freccia8
sigma8
moment8
shear8
x8
x=
32
freccia9
sigma9
moment9
shear9
x9
x=
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