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Samplecalculation

Z

Y

My (Tensionat

Top)

Sy

Mx

(TensionatTop)

X

Sx

***** Asper

our

STAAD

model

"X"

is

the

'X'

direction

and

"Y"

is

the

'Y'

direction

Sx Sy Sxy Mx My Mxy Qx Qy

102 25342 0.4 0.2 0.2 3464.7 4593 184.7 0.1 0.4

BottomReinforcement

N/mm2LoadCase PlateNo

N/mm2 KNm/m

)(* MxyabsMxMx =

IfMx*>0ThenMx*=0for'X'reinforcementatbottom

and forthe'Y'reinforcementatbottomifMy*0ThenMy*=0for'Y'reinforcementatbottom

and for'X'reinforcementatbottomifMx*

8/13/2019 Rcc Plate Design

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**Formembraneforce:

Sxisthemembraneforcealong'X'direction

Syisthemembraneforcealong'Y'direction

IfSx*