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Companys' Name: ABC Consultants Job No.: ABC/1001
101, Known Street, Known Area, Known City, Pin . !esi"n
by: #$%
Client: $ery &mportant &nustries (t, %ell Known
City !ate: )0*Apr*1+
Proe-t: Builin" Pa"e No. C/101
FOR AXIAL COMPRESSIVE LOAD & BIAXIAL BENDING MOMENTS AS PER
IS:456-2000,
INCLUDING SLENDERNESS EFFECT
Cal-ulates ran"e o sae loas or a Column Se-tion wit2 "i3en
Con-rete 4rae an 5einor-ement
an -2e-6s ae7ua-y o t2e se-tion or t2e "i3en loas.
Column !iameter 8 +00 mm
Con-rete 4rae 8 9
iel Stren"t2 o Steel, y 8 Con-rete Co3er to main bars 8
; mm
6N? #nbra-e
C1 1+00 *)00.+< )00.+< 0 0
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See worksheet on 'Pu"Mu #hart' for range of $ermissi%le
&alues of Pu an Mu!
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S*'') S*#"1 CIRCOLUMN)( -6 8 )+
y8
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1.1)+ ).=
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0.1@+ )=).
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1.)+ +1.0+00=
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Fu/! -1 -) - -< -+
0.1 0.00000 0.00000 0.00000 0.00000 0.00000
0.1)+ 11.1+000 0.00000 0.00000 0.00000 0.00000
0.1+ 11.1+000 0.00000 0.00000 0.00000 0.00000
0.1@+ 11.1+000 0.00000 0.00000 0.00000 0.00000
0.) 11.1+000 0.00000 0.00000 0.00000 0.00000
0.))+ 11.1+000 11.1+000 0.00000 0.00000 0.00000
0.)+ 11.1+000 11.1+000 0.00000 0.00000 0.00000
0.)@+ 11.1+000 11.1+000 0.00000 0.00000 0.00000
0. 11.1+000 11.1+000 0.00000 0.00000 0.00000
0.)+ 11.1+000 11.1+000 0.00000 0.00000 0.00000
0.+ 11.1+000 11.1+000 0.00000 0.00000 0.00000
0.@+ 11.1+000 11.1+000 0.00000 0.00000 0.00000
0.< 11.1+000 11.1+000 0.00000 0.00000 0.00000
0.
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1.))+ 11.1+000 11.1+000 11.0G01 ;.=+)+G @.)+=;
1.)+ 11.1+000 11.1+000 11.0G+G= =.0;
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0.))+ 0.;;)1
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1.@+ .1
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0.)@+ 1+=)@
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1.
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0.)+ )
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1.
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0.@+ )
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1.+)+
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CIRCOLUMN)(
CALCULATIONS FOR SLENDERNESS EFFECT
M%!'*( ' *% ()''#'(( ''+*:
AFial loa De-ti3e (en"t2
S2ort / (on" Column
Aitional 9oments
Col. Pu >6N? leF >m? ley >m? ue to slenerness
ee-t96.
C1 1+00
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A1*1%") M%!'*( & M%11' I1*1") M%!'*(:Col. AFial (oa
96. Pu >6N?
C1 1+00 0.;
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C@ G.000 0.000 11
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Companys' Name: ABC Consultants Job No.: ABC/1001
101, Known Street, Known Area, Known City, Pin . !esi"n
by: #$%
Client: $ery &mportant &nustries (t, %ell Known City
!ate: )0*Apr*1+
Proe-t: Builin" Pa"e No. C/10+
CIRCULAR COLUMN SUB>ECTED TO
AXIAL COMPRESSIVE LOAD ? BENDING MOMENT
& # &
1 & &
1 # &
2 & &
2 # &
' & &
&
2#&
#&&
#&
1&&&
12#&
1#&&
1#&
2&&&
22#&
2#&&
2#&
'&&&
'2#&
'#&&
'#&
"&&&
1; 1500
2; 431
3; 658 4; 705
5; 1069
6; 1262
7; 1700
8; 1837
9; 2600
10; 3600
Pu & Mu Chart
fck=M25, fy=415, Dia.'D'=500mm,p=2%
Mu (kN.m)
P u
( k N )
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NOTES ON CIRCOLUMN)(
E2is Spreas2eet is intene to be use by 7ualiie Ci3il an
Stru-tural Dn"ineers w2o are
amiliar wit2 t2e pro3isions o &S:ten? number loa -ases or
t2e -olumn se-tion
-onsiere. or any -ase wit2out inputs, loa inputs or t2at
-ase are to be let blan6.
N PRABHA@AR
BD CDn">&? 9&Stru-tD >#K? 9&D
>&n?
C2artere Stru-tural Dn"ineer
Stru-tural Consultant
lat D*; Star 5esien-y
(o-ation: D3ers2ine City
$asai >D? Pin 0)+0? )
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1.10.)00< ormat upate
