Small deflections of rectangular plates: 1 clamped side, 2 supported(adjacent) and 1 free: distributed load: over a partial rectangular area
Fig
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RESULTS AT SELECTED LOCATIONS:
 
x
y
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C
10
maxsx
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maxsy
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maxtxy
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maxw
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(x,y)=
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(x,y)=
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(x,y)=
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(x,y)=
Reac.@
r=x/a,y/b
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r=
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r=
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r=
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