nomeContr
nomeRev
nomePlant
um_visua
Tapered simply supported beam under simple bending: main inertia symmetrically varying with the 4th power of x: resistance modulus varying with the 3rd power of x: concentrated load
nomeLoading
Fig
lunposCaricoCaricoplotcurveJ0W0J1W1
1
specMaterial
Material of construction:
2
3
4
5
RESULTS AT SELECTED LOCATIONS:
 
x
6
unitsFreccia
7
xA
A
8
B
9
maxT
10
maxM+
11
maxM-
12
maxs
13
maxy
14
x1
x=
15
x=
16
x=
17
x=
18
x=
19
x6
x=
20
x=
21
x8
x=
22
x=
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