Xcalcs: Small deflections of rectangular plates: Part.hydro

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um_visua

Small deflections of rectangular plates: bending + shear: 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:

RESULTS AT SELECTED LOCATIONS:

x

y

7

unitsFreccia

unitsStress

unitsLungh

.

8

frecciaC

sigxyC

sigyC

sigxC

C

9

frecciamaxsx

sigxymaxsx

sigymaxsx

sigxmaxsx

ymaxsx

xmaxsx

maxsx

10

frecciamaxsy

sigxymaxsy

sigymaxsy

sigxmaxsy

ymaxsy

xmaxsy

maxsy

11

frecciamaxsxy

sigxymaxsxy

sigymaxsxy

sigxmaxsxy

ymaxsxy

xmaxsxy

maxtxy

12

frecciamaxw

sigxymaxw

sigymaxw

sigxmaxw

ymaxw

xmaxw

maxw

13

freccia10

sigxy10

sigy10

sigx10

y10

x10

(x,y)=

14

freccia20

sigxy20

sigy20

sigx20

y20

x20

(x,y)=

15

freccia01

sigxy01

sigy01

sigx01

y01

x01

(x,y)=

16

freccia11

sigxy11

sigy11

sigx11

y11

x11

(x,y)=

17

freccia21

sigxy21

sigy21

sigx21

y21

x21

(x,y)=

Reactions @ r=x/a,y/b

18

unitsReac

unitsNull

.

19

reazxa1

reazx01

reazy1

xsua_ysub1

r=

20

reazxa2

reazx02

reazy2

xsua_ysub2

r=

21

reazxa3

reazx03

reazy3

xsua_ysub3

r=

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