Xcalcs: Tapered beam under simple bending: Distr.load

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Tapered beam under simple bending: a fixed end and a supported one: main inertia varying with the 4th power of x: resistance modulus varying with the 3rd power of x: distributed load

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Fig

lun

posCarico

posCaricoo

Carico

Caricoo

plotcurve

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

totCarico

Total beam load:

4

formulay

5

formulay1

6

formulay2

RESULTS AT SELECTED LOCATIONS:

x

7

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

8

frecciaA

sigmaA

momentA

shearA

A

9

frecciaB

sigmaB

momentB

shearB

B

10

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

11

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

12

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

13

frecciamaxsig

sigmamaxsig

momentmaxsig

shearmaxsig

xmaxsig

maxs

14

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxy

15

freccia1

sigma1

moment1

shear1

x=

16

freccia2

sigma2

moment2

shear2

x=

17

freccia3

sigma3

moment3

shear3

x=

18

freccia4

sigma4

moment4

shear4

x=

19

freccia5

sigma5

moment5

shear5

x=

20

freccia6

sigma6

moment6

shear6

x=

21

freccia7

sigma7

moment7

shear7

x=

22

freccia8

sigma8

moment8

shear8

x=

23

freccia9

sigma9

moment9

shear9

x=

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