Xcalcs: Large deflections of rectangular plates: Part.hydro

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dataEmesso

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um_visua

Large deflections of rectangular plates: 4 simply supported sides: distributed load linearly varying along side a: starting at x0

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Fig

duea

dueb

Carico

spessore

plotiso

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

Poisson

Poisson's ratio of material:

4

constantD

Plate constant:

5

totCarico

Total plate load:

6

Reaction2

Reaction1

Unit for: Load

Corner reactions:

7

Unit for: Length

Parameters:

8

formulaw

9

formulau

10

formulav

RESULTS AT SELECTED LOCATIONS:

x

y

11

unitsFreccia

unitsStress

unitsLungh

.

12

frecciaC

SIbC

SImC

S1mC

C

13

frecciaminS1m

SIbminS1m

SImminS1m

S1mminS1m

yminS1m

xminS1m

minS1m

14

frecciamaxSIm

SIbmaxSIm

SImmaxSIm

S1mmaxSIm

ymaxSIm

xmaxSIm

maxSIm

15

frecciamaxSIb

SIbmaxSIb

SImmaxSIb

S1mmaxSIb

ymaxSIb

xmaxSIb

maxSIm+b

16

frecciamaxw

SIbmaxw

SImmaxw

S1mmaxw

ymaxw

xmaxw

maxw

17

freccia10

SIb10

SIm10

S1m10

y10

x10

(x,y)=

18

freccia20

SIb20

SIm20

S1m20

y20

x20

(x,y)=

19

freccia01

SIb01

SIm01

S1m01

y01

x01

(x,y)=

20

freccia11

SIb11

SIm11

S1m11

y11

x11

(x,y)=

21

freccia21

SIb21

SIm21

S1m21

y21

x21

(x,y)=

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