Col

Published on July 2016 | Categories: Documents | Downloads: 108 | Comments: 0 | Views: 695

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DESIGN OF COLUMN
PU =

40

TON

FC =

PU =

0.35 X FCU X AC + 0.67 X As X FY

Ac =

PW/FC =

AC=

1375

AS =

-33.2971

444.4444

CM2

B=
T=

60

25
17.77778

KG/CM2

T=

55

Col

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