7/21/2019 DES of Short Column (Old)

1/6

Note: This is applicable fo

PUT DATA: B1

Breadth of the Column (b) 400

Depth of the Column (D) 600

Grade of Concrete (fck) 15

Grade of teel (f!) 415

"actored A#$al %oad (Pu) 1600

&u# 120

&u! 90

Co'er of the Column 50

%enth of the Column 3000

Coec$ent for the *nd cond$t$on 0.85

D$ameter of &a$n bar 25

D$ameter of Tran'ere bar 10

*+ect$'e %enth of Column 2550

Check ,lenderne -at$o .Alon /.a#$ 4.25

Check ,lenderne -at$o .Alon 0.a#$ 6.375

De$n the Column a *rr:23

Aume the Percentae of teel 2.5

p4fck 0.1666666667

DESIGN

7/21/2019 DES of Short Column (Old)

2/6

Un$a#$al &oment capac$t! abt /./ a#$ (&u#1)

d54D 0.0833333333

Pu4(fck b D) 0.4444444444

0.12

&u#1 259.2

Un$a#$al &oment capac$t! abt 0.0 a#$ (&u!1)

d54D 0.125

0.15

&u!1 216

Calcu of Pu6

Pu64A 10.3

Pu6 2472

Pu4Pu6 0.6472491909

&u#4&u#1 0.462962963

&u!4&u!1 0.4166666667

Perm$$ble 'alue of &u#4&u#1 0.9

check for ade7uac! 8ence afe

Area of teel 6000

No of &a$n bar 12.2292993631

,pac$n of Tran'ere bar 400

&u4(fck b D9)

&u4(fck b D9)

7/21/2019 DES of Short Column (Old)

3/6

short columnn subjected to Axial load and Biaxial Moments

B

mm

mm

N/mm2

N/mm2

KN

KNM

KNM

mm

mm

mm

,hort Column

,hort Column

%

OF SHORT COLU

7/21/2019 DES of Short Column (Old)

4/6

KN

mm C/C

7/21/2019 DES of Short Column (Old)

5/6

NS

7/21/2019 DES of Short Column (Old)

6/6