um_visua
Tapered cantilever under simple bending: main inertia varying with the 3rd power of x: resistance modulus varying with the 2nd power of x: distributed load
nomeUnit
nomeLoadCondition
nomeLoading
Fig
lunposCaricoposCaricooCaricoCaricooplotcurveJ0W0J1W1
1
specMaterial
Material of construction:
2
3
4
5
6
RESULTS AT SELECTED LOCATIONS:
 
x
7
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
8
xA
A
9
xB
B
10
maxT
11
maxM+
12
maxM-
13
maxs
14
maxy
15
x1
x=
16
x=
17
x3
x=
18
x=
19
x5
x=
20
x6
x=
21
x7
x=
22
x8
x=
23
x9
x=
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