Xcalcs: Beam under bending: Distr.load

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Beam under bending: with axial tension: left end supported: right end supported: distributed load

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Fig

lun

Carico

Carlong

Caricoo

posCarico

posCaricoo

deltalun

plotcurve

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

Moment of inertia: in load plane:

4

Section modulus: in load plane:

5

area

Section area:

6

Dimensionless parameter:

7

totCarico

Total beam load:

8

formulay

9

formulay1

10

formulay2

RESULTS AT SELECTED LOCATIONS:

x

11

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

12

frecciaA

sigmaA

momentA

shearA

A

13

frecciaB

sigmaB

momentB

shearB

B

14

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

15

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

16

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

17

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxy

18

freccia1

sigma1

moment1

shear1

x=

19

freccia2

sigma2

moment2

shear2

x=

20

freccia3

sigma3

moment3

shear3

x=

21

freccia4

sigma4

moment4

shear4

x=

22

freccia5

sigma5

moment5

shear5

x=

23

freccia6

sigma6

moment6

shear6

x=

24

freccia7

sigma7

moment7

shear7

x=

25

freccia8

sigma8

moment8

shear8

x=

26

freccia9

sigma9

moment9

shear9

x=

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