Shear Wall Design

Interaction Diag. Session No.(20): Purpose : Problem title :

column C11- comb4

b(mm)

h(mm)

fc(Mpa)

fy(Mpa)

Cover(mm)

db(mm)

d tie(mm)

500

6000

30

360

40

25

10

suggested (b)=

1250

(For Design)

Pu(KN)

Mu(KN.m)

suggested (h)=

1874

(For Design)

26139

25282.0

d b* Mu =

270.0

(In case of slender column)

Mox=

107.5

(In case of biaxial loading)

d b= 1.00

Magnified moment ===>

Equivalent uniaxial moment ===>

b M d1

d2

d3

Note: h is dimension resisting applied moment.

5

5

5

5

5

5

5

d1

d2

d3

d4

d5

d6

d7

d8

100.0

928.6

1757.1

2585.7

3414.3

4242.9

5071.4

5900.0

r o= 50000Design

0.00654498 Not good ro