nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Beam under simple bending: left end fixed: right end guided: uniform load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lunCaricodeltalunplotcurve
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
J
Moment of inertia:
4
W
Section modulus:
5
totCarico
Total beam load:
6
formulay
RESULTS AT SELECTED LOCATIONS:
 
x
7
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
8
frecciaA
shearA
xA
A
9
frecciaB
momentB
xB
B
10
xmaxT
maxT
11
xmaxMpiu
maxM+
12
xmaxMmeno
maxM-
13
xmaxy
maxy
14
freccia1
moment1
shear1
x1
x=
15
freccia2
moment2
shear2
x2
x=
16
moment3
shear3
x3
x=
17
freccia4
moment4
shear4
x4
x=
18
moment5
shear5
x5
x=
19
freccia6
moment6
shear6
x6
x=
20
freccia7
moment7
shear7
x7
x=
21
freccia8
moment8
shear8
x8
x=
22
freccia9
moment9
shear9
x9
x=
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numTotPag
numPag1

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