Beam width 300 mm Mu ( K-ft)Beam depth 600 mm

Beam effective depth 560 mm 1460Beam span 9 mDead load 9 kN/mLive load 6 kN/m

Ultimate load 20.4 kN/mUltimate shear 91.8 kN

Utlimate moment 206.55 kN.mMinimum THK. 562.5 mm

Mu ( KN.m) b ( mm ) d (mm ) f'c ( Mpa ) fy ( Mpa )206.55 300 560 32 460

0.08000846350.0055658062

As,required 935.1 mm2Bar Diameter 16 mm

Required No. of bars 4.7(1.4/fy) 0.0030434783

(0.25f'c^0.5)/fy 0.0030743773 Mu ( KN.m)0.0030743773 9.92

As,min 516.5 mm2Minumum No. of bars 2.6

No. of bars to be provided 4.7

=

_ .)(=

_ .) (

_ .) (

_ .) (

b ( in. ) d ( in. ) f'c ( psi ) fy ( psi )

8 72 5000 60000

0.0997490227

0.0083124186

b ( mm ) d (mm ) f'c ( Mpa ) fy ( Mpa )250 450 32 460

0.0068313748

0.0004752261

TIED COULMN DESIGN

b (mm) = 950h (mm) = 300Area (mm^2 ) = 285000f'c ( Mpa ) = 32fy ( Mpa )= 460No. of bars 30Diameter of bar ( mm ) 16Ast ( mm^2 ) 6034.29Pu ( N ) = 100000

5389092

COLUMN IS SAFE

( )= _

Bar Dia. (mm) Area (mm2)8 50.3

10 78.512 113.116 201.120 314.225 490.932 804.2

RFT Index solver and beam desigTied Coulmn DesignBar cross sectional area