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um_visua
Tapered cantilever under simple bending: main inertia varying with the 1st power of x: resistance modulus varying with the 1st power of x: concentrated moment
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lunposCaricoCaricoplotcurveJ0W0J1W1
1
specMaterial
Material of construction:
2
Young
Elastic modulus of material:
3
formulay
4
formulay1
RESULTS AT SELECTED LOCATIONS:
 
x
5
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
6
frecciaA
sigmaA
momentA
shearA
xA
A
7
frecciaB
sigmaB
momentB
shearB
xB
B
8
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
9
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
10
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
11
frecciamaxsig
sigmamaxsig
momentmaxsig
shearmaxsig
xmaxsig
maxs
12
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxy
13
freccia1
sigma1
moment1
shear1
x1
x=
14
freccia2
sigma2
moment2
shear2
x2
x=
15
freccia3
sigma3
moment3
shear3
x3
x=
16
freccia4
sigma4
moment4
shear4
x4
x=
17
freccia5
sigma5
moment5
shear5
x5
x=
18
freccia6
sigma6
moment6
shear6
x6
x=
19
freccia7
sigma7
moment7
shear7
x7
x=
20
freccia8
sigma8
moment8
shear8
x8
x=
21
freccia9
sigma9
moment9
shear9
x9
x=
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