Xcalcs: Beam under bending+shear: Distr.load

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Beam under bending+shear: left end supported: right end supported: 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

Poisson's ratio of material:

4

Shear modulus of material:

5

area

Section area:

6

Moment of inertia:

7

Section modulus:

8

shearf

Shear factor:

9

kappa

Shear to bending ratio:

10

totCarico

Total beam load:

11

formulay

12

formulay1

13

formulay2

14

formulayt

15

formulayt1

16

formulayt2

RESULTS AT SELECTED LOCATIONS:

x

17

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

18

frecciaA

sigmaA

momentA

shearA

A

19

frecciaB

sigmaB

momentB

shearB

B

20

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

21

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

22

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

23

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxy

24

freccia1

sigma1

moment1

shear1

x=

25

freccia2

sigma2

moment2

shear2

x=

26

freccia3

sigma3

moment3

shear3

x=

27

freccia4

sigma4

moment4

shear4

x=

28

freccia5

sigma5

moment5

shear5

x=

29

freccia6

sigma6

moment6

shear6

x=

30

freccia7

sigma7

moment7

shear7

x=

31

freccia8

sigma8

moment8

shear8

x=

32

freccia9

sigma9

moment9

shear9

x=

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