Xcalcs: Beam under bending: Unif.load

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Beam under bending: with held ends: left end fixed: right end guided: uniform load

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Fig

plotcurve

lun

Carlong

Carico

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

area

Section area:

4

Moment of inertia: in load plane:

5

Section modulus: in load plane:

6

Caricotot

Total beam load:

7

sigmaN

Tensile stress in section:

8

Dimensionless parameter:

9

formulay

RESULTS AT SELECTED LOCATIONS:

x

10

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

11

frecciaA

sigmaA

momentA

shearA

A

12

frecciaB

sigmaB

momentB

shearB

B

13

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

14

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

15

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

16

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxy

17

freccia1

sigma1

moment1

shear1

x=

18

freccia2

sigma2

moment2

shear2

x=

19

freccia3

sigma3

moment3

shear3

x=

20

freccia4

sigma4

moment4

shear4

x=

21

freccia5

sigma5

moment5

shear5

x=

22

freccia6

sigma6

moment6

shear6

x=

23

freccia7

sigma7

moment7

shear7

x=

24

freccia8

sigma8

moment8

shear8

x=

25

freccia9

sigma9

moment9

shear9

x=

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