7/23/2019 Design of Column(Ultimate)

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Design of short column(Ultimate

fcu (kg\cm2)= 250 No of floors 10fy (kg/cm2)= 300

Dim! "f use# $ars(mm) 12

Pu = 0.35 fcu Ac + 0.67 fy Asc

%oint &1 '(total) c(cm2) $(cm) t(cm) t(mo#el) s1(cm2) s2(cm2)

10 15!00 15!00 1*+!23 25 0 0 11!+3 ,!00

22 1,!0 213!5 1,12!32 30 5 0 15!30 10!+0

1, 1,!35 212!+, 1,0*!31 30 5 0 15!2 10!+0

5 1+!* 20!10 1+! 30 5 0 1!** 10!+020 1+!5* 20!31 1+30!0 30 5 0 1! 10!+0

, 15!51 1*0!2 152+!5* 30 55 0 12!23 10!+0

2 1!+ 15,!31 12*!2* 30 50 0 11!2 10!+0

31 13!*2 150!,* 1352!51 30 50 0 10!+2 *!20

32 11!*2 12+!,0 115!*+ 30 0 0 ,!2 *!20

10!3, 11!3 102!33 30 35 0 +!1, *!20

11 10!2* 113!01 1012!2 30 35 0 +!10 *!20

3 10!1, 112!13 100!1 30 35 0 +!0 *!20

1 +!15 +,! +03!11 30 30 30 !2 5!0

10 *!** +5!, *5!,2 30 30 30 !13 5!02 !25 +!*3 15!*, 30 25 30 !,3 5!0

3 5! 2!2+ 55*!,5 30 20 30 ! 5!0

1 5!3* 5,!05 52,!02 30 20 30 !23 5!0

30 !+2 53!0 *5!15 30 20 30 3!+0 5!0

12 3!15 3!1 310!10 30 15 30 2!+ 5!0

7/23/2019 Design of Column(Ultimate)

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)

s(ma-) No of $ars

11!+3 11

15!30 1

15!2 1

1!** 11! 13

12!23 11

11!2 11

10!+2 10

,!2 ,

+!1, +

+!10 +

+!0 +

!2

!13 5!0 5

5!0 5

5!0 5

5!0 5

5!0 5