Xcalcs: Tapered fixed beam under simple bending: Conc.moment

Tapered fixed beam under simple bending: main inertia symmetrically varying with the 1st power of x: resistance modulus varying with the 1st power of x: concentrated moment

Fig

lun

posCarico

Carico

plotcurve

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RESULTS AT SELECTED LOCATIONS:

x

6

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A

8

B

9

maxT

10

maxM+

11

maxM-

12

maxs

13

maxy

14

x=

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x=

16

x=

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x=

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x=

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x=

20

x=

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x=

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x=

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