Xcalcs: Beam under simple bending: Temp.grad.

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Beam under simple bending: left end fixed: right end fixed: temperature gradient: across depth: linearly varying

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Fig

lun

Carico

Caricoo

posCarico

posCaricoo

deltalun

plotcurve

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

lambda

Thermal expansion coefficient:

4

Moment of inertia:

5

Section modulus:

6

height

Beam depth: in load plane:

7

formulay

8

formulay1

9

formulay2

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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