Xcalcs: Thin-walled cylindrical shell: Uniform press.:2

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Thin-walled cylindrical shell: Guided-guided: uniform radial pressure: from 'a' to B

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../../Images/tubi/axisim/ry30-2gg.png

plotcurve

lunghezza

posCarico

distCarico

thk

specMaterial

Young

Poisson

constantD

constantLambda

1

shearA

Shear load: at end A:

2

momentA

Bending moment: at end A:

RESULTS AT SELECTED LOCATIONS:

x

3

unitsAngolo

unitsFreccia

unitsStress

unitsLungh

.

4

slopeA

frecciaA

tauA

sigmaLbA

sigmacbA

sigmacA

A

5

slopeB

frecciaB

tauB

sigmaLbB

sigmacbB

sigmacB

B

6

slopemaxT

frecciamaxT

taumaxT

sigmaLbmaxT

sigmacbmaxT

sigmacmaxT

xmaxT

maxt

7

slopemaxM

frecciamaxM

taumaxM

sigmaLbmaxM

sigmacbmaxM

sigmacmaxM

xmaxM

maxs'L

8

slopemaxSI

frecciamaxSI

taumaxSI

sigmaLbmaxSI

sigmacbmaxSI

sigmacmaxSI

xmaxSI

maxSI

9

slopemaxy

frecciamaxy

taumaxy

sigmaLbmaxy

sigmacbmaxy

sigmacmaxy

xmaxy

maxy

10

slopemaxth

frecciamaxth

taumaxth

sigmaLbmaxth

sigmacbmaxth

sigmacmaxth

xmaxth

maxy

11

slope1

freccia1

tau1

sigmaLb1

sigmacb1

sigmac1

x=

12

slope2

freccia2

tau2

sigmaLb2

sigmacb2

sigmac2

x=

13

slope3

freccia3

tau3

sigmaLb3

sigmacb3

sigmac3

x=

14

slope4

freccia4

tau4

sigmaLb4

sigmacb4

sigmac4

x=

15

slope5

freccia5

tau5

sigmaLb5

sigmacb5

sigmac5

x=

16

slope6

freccia6

tau6

sigmaLb6

sigmacb6

sigmac6

x=

17

slope7

freccia7

tau7

sigmaLb7

sigmacb7

sigmac7

x=

18

slope8

freccia8

tau8

sigmaLb8

sigmacb8

sigmac8

x=

19

slope9

freccia9

tau9

sigmaLb9

sigmacb9

sigmac9

x=

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