Xcalcs: Tapered fixed beam under simple bending: Triang.load

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Tapered fixed beam under simple bending: main inertia varying with the 2nd power of x: resistance modulus varying with the 1st power of x: linearly decreasing load

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Fig

lun

Carico

plotcurve

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

totCarico

Total beam load:

4

formulay

RESULTS AT SELECTED LOCATIONS:

x

5

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

6

frecciaA

sigmaA

momentA

shearA

A

7

frecciaB

sigmaB

momentB

shearB

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

x=

14

freccia2

sigma2

moment2

shear2

x=

15

freccia3

sigma3

moment3

shear3

x=

16

freccia4

sigma4

moment4

shear4

x=

17

freccia5

sigma5

moment5

shear5

x=

18

freccia6

sigma6

moment6

shear6

x=

19

freccia7

sigma7

moment7

shear7

x=

20

freccia8

sigma8

moment8

shear8

x=

21

freccia9

sigma9

moment9

shear9

x=

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