nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Beam under bending: with axial tension: left end fixed: right end fixed: distributed load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lunCaricoCarlongCaricooposCaricoposCaricoodeltalunplotcurve
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
J
Moment of inertia: in load plane:
4
W
Section modulus: in load plane:
5
area
Section area:
6
K
Dimensionless parameter:
7
totCarico
Total beam load:
8
formulay
9
formulay1
10
formulay2
RESULTS AT SELECTED LOCATIONS:
 
x
11
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
12
frecciaA
sigmaA
momentA
shearA
xA
A
13
frecciaB
sigmaB
momentB
shearB
xB
B
14
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
15
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
16
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
17
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxy
18
freccia1
sigma1
moment1
shear1
x1
x=
19
freccia2
sigma2
moment2
shear2
x2
x=
20
freccia3
sigma3
moment3
shear3
x3
x=
21
freccia4
sigma4
moment4
shear4
x4
x=
22
freccia5
sigma5
moment5
shear5
x5
x=
23
freccia6
sigma6
moment6
shear6
x6
x=
24
freccia7
sigma7
moment7
shear7
x7
x=
25
freccia8
sigma8
moment8
shear8
x8
x=
26
freccia9
sigma9
moment9
shear9
x9
x=
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