Xcalcs: Beam under simple bending: Distr.load

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Beam under simple bending: left end fixed: right end free: distributed load

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Fig

lun

Carico

Caricoo

posCarico

posCaricoo

deltalun

plotcurve

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

Moment of inertia:

4

Section modulus:

5

totCarico

Total beam load:

6

formulay

7

formulay1

8

formulay2

RESULTS AT SELECTED LOCATIONS:

x

9

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

10

frecciaA

sigmaA

momentA

shearA

A

11

frecciaB

sigmaB

momentB

shearB

B

12

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

13

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

14

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

15

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxy

16

freccia1

sigma1

moment1

shear1

x=

17

freccia2

sigma2

moment2

shear2

x=

18

freccia3

sigma3

moment3

shear3

x=

19

freccia4

sigma4

moment4

shear4

x=

20

freccia5

sigma5

moment5

shear5

x=

21

freccia6

sigma6

moment6

shear6

x=

22

freccia7

sigma7

moment7

shear7

x=

23

freccia8

sigma8

moment8

shear8

x=

24

freccia9

sigma9

moment9

shear9

x=

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