Xcalcs: Beam under bending: Temp.grad.

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Beam under bending: with held ends: left end fixed: right end guided: temperature gradient: across depth: linearly varying

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Fig

plotcurve

lun

Carlong

posCarico

posCaricoo

Carico

Caricoo

Caruni

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

lambda

Thermal expansion coefficient:

4

area

Section area:

5

Moment of inertia: in load plane:

6

Section modulus: in load plane:

7

height

Beam depth: in load plane:

8

Caricotot

Total beam load:

9

sigmaN

Tensile stress in section:

10

Dimensionless parameter:

11

formulay

12

formulay1

13

formulay2

RESULTS AT SELECTED LOCATIONS:

x

14

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

15

frecciaA

sigmaA

momentA

shearA

A

16

frecciaB

sigmaB

momentB

shearB

B

17

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

18

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

19

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

20

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxy

21

freccia1

sigma1

moment1

shear1

x=

22

freccia2

sigma2

moment2

shear2

x=

23

freccia3

sigma3

moment3

shear3

x=

24

freccia4

sigma4

moment4

shear4

x=

25

freccia5

sigma5

moment5

shear5

x=

26

freccia6

sigma6

moment6

shear6

x=

27

freccia7

sigma7

moment7

shear7

x=

28

freccia8

sigma8

moment8

shear8

x=

29

freccia9

sigma9

moment9

shear9

x=

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