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TABLE – C 1
STANDARD DESIGN FOR AXIAL LOADED SHORT SQUARECOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
ColumnsizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
&'X&'
$& '*% + $,' &, +
$+ $%& + &' %- &- ,+* $& $-$ + $,' -+ % %$
&' &- + &' , %'* %--
$+$&
&- + $,' , %'* %--
* $+ ' + &' %'& %-$ +, &% -$ * &' %+* +% -'
&'$+
*, + &' %*% +% -&'
''.''
$+ '*, + &%' %'% +& -
* $& $'' + $,' %& +& -+$ &' $' + '' %*, -'- *&%
$+$&
$' + $,' %*, -'- *&%
* $+ $-, + &%' +%& --' *** &% &$* * '' -$+ * ,%$
&'$+
&&, + &%' - *%$ ,+*
* &' &-, + '' *$% ,& $',''.'
'* $+ $'' + '' ,' $$$ $%
&% $& * '' ,,- $&'* $$*
&'$+ $&, + &%' $'$ $&&% $+
$& $+ $%$ + &%' $'-* $&** $,** &' $%- + '' $',+ $'+ $%$+$+ $+ &'$ + '' $&& $& $+$
&%&'
&'$ * '' $&& $& $+$
$& &' &+ + '' $&% $% $-$
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* &% &% * '' $%$ $%%, $-+-$+ &' $ + '' $%%$ $-%* $,+$& &% +* * '' $-'* $,$ &$$,
TABLE – C 1 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT SQUARECOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
ColumnsizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
%'.%'
&% ',- * '' $$++ $ $-'$
$& $+ $$, + '' $&- $%$ $-*$ &* $&$ * '' $&% $%&$ $-*** &' $& + '' $&+% $%& $-,,
&%&'
$%, * '' $++' $,&%
$& &' $*+ + '' $, $-%* &'&* &% $, * '' $%&& $-*- &'%&* &* & * '' $-'& $,++ &&&,* & $* * '' $,-* &&, &%''
%''.%''
$& $+ ',+ + '' $% $-+% &',+
* &' $'' + '' $% $-* &$$* && $&& + '' $%% $**& &&$&
&%&'
$&, * '' $%*% $,$ &&
$+ $+ $&, + '' $%*% $,$ &&$& &' $%$ + '' $+*% &'$ &$* &% $%- * '' $-$& &'' &+*&' $+ $+$ + '' $-' &'%* &*+
$+ &' &'$ + '' $,$$ &&* &%+%$& &% &+ * '' &'-' &,+ &-&$&' &' &%$ + '' &$* &+ &-**$+ &% $ * '' && &-- '+,
N"e : C'e) c*e) ++$e% : 40 -) M15 !% M20 45 -) M25
8/19/2019 Column Table
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E.ec"#*e c*e) / c'e) c*e) %#e"e) - "#e+ '-"e %# -
"e #! )Te c'$!+ )e %e+#3!e% -) #!#$ ecce!")#c#" -
20
TABLE – C 2
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
Column
sizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacity
of Column (KN)No Dia
(mm)! Dia
(mm)
"itc#(mm)
M$% M&' M&%
&'X''
+ $& ',* + $,' ,, ,, %*$
$+ $$- + &' && %$ +'* $& $$ + $,' ' %$ +&&+ $+ $-% + &' ,% %*% +-+ &' $*& + &' %' %, +*
$+
$&
$*& + $,' %' %, +*
* $+ & + &' %+* +%- --+ &' &- + &' +$* -'- -,- &% &* * &' +$ -&$ *$'
&'$+
&,, + &' +%' -, *&,
* &' + + &' -& *&' ,',&'X%
' $+ $'' + &' +* %- +*$
* $& $$& + $,' *+ %,& +,*
+ $+ $%' + &' %$ +- -%& &' $%+ + &' %%' +%% -+$
$+$&
$%+ + $,' %%' +%% -+$
&'$+
$*& + &' %** +, -,*
* $+ &'' + &' +$ *&+ &' & + &' ++ -+* *-
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&% & * &' +-* -* **** &' $& + &' --* **& ,*%
+ &% +- * &' *%* ,+$ $'+%
TABLE – C 2 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
Column
sizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacity
of Column (KN)No Dia
(mm)! Dia
(mm)
"itc#(mm)
M$% M&' M&%
&'X*'
$+ ',& + &' ,% +$$ -&+
* $& $' + $,' %$ +&* -+ $+ $* + &' %+* -,* &' $ + &' %-* +, *'*
$+$&
$ + $,' %-* +, *'*
* $+ $* + &' +$ -%+ *-'+ &' &$+ + &' +,& *'+ ,&' &% &&% * &' -'+ *&' ,
&'$+
&+ + &' -& *- ,%$
* &' &*- + &' *'% ,$* $'$+ &% - * &' ** ,,+ $$',
&'X''
$+ '*- + &' %$ +% -%+
* $& ',* + $,' %& +% --+ $+ $$ + &' %*- -'* *&, &' $- + &' %,- -$* *,
$+$&
$- + $,' %,- -$* *,
* $+ $-% + &' ++' -*$ ,'$+ &' &'% + &' -$' *' ,%' &% &$ * &' -& * ,+
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&'$+
&& + &' -& *+& ,*&
* &' &- + &' *& , $'+&+ &% & * &' ,'& $'&$ $$,
TABLE – C 2 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
Column
sizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacity
of Column (KN)No Dia
(mm)! Dia
(mm)
"itc#(mm)
M$% M&' M&%
&'X%'
* $& '*- + $,' %-- -$ *%$
$' $& $', + $,' +$, -%% *,&+ $+ $$- + &' * --' ,'+
$+$&
$&$ + &' +$ --- ,$
$& $& $$ + $,' ++' -,+ ,&
* $+ $%% + &' -'% *$ ,--+ &' $*& + &' -%+ *,$ $'&-$' $+ $, + &' --* *& $',
&'$+
$,, + &' -** ,& $'%*
* &' && + &' *-' $''% $$,* &% -, * &' $$&% $&%* $,$
&'X%''
$' $& ',* + $,' ++ *$+ ,+*
+ $+ $'% + &' +- *$ ,*&
$+$& $', + $,' +*- *, ,,$
$& $& $$* + $,' -'+ *%* $'',* $+ $' + &' -%& ,' $'%+ &' $+ + &' *'& ,% $$'$' $+ $-% + &' *&% ,-+ $$&+
&'$+
$-, + &' * ,* $$%
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$& $+ &$' + &' *,* $'* $$,** &' &$* + &' ,$% $'+% $&$%
&%&'
&*' * &' $' $$, $&
$& &' &* + &' $$ $&,& $$
* &% & * &' $$- $&$ $+,
TABLE – C 2 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
ColumnsizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
&'X%'
$' $& ', + $,' +, *% $'$%
+ $+ ',, + &' -'+ *+- $'&*
$+$&
$' + $,' -$% *-+ $'-
$& $& $$$ + $,' - *, $'%* $+ $& + &' --, ,' $$''
+ &' $%% + &' *' ,,' $$%'$' $+ $+% + &' *%& $'$& $$-&
&'$+
$+, + &' *+$ $'&$ $$*$
$& $+ $,* + &' ,&% $'*% $&
&%&'
&+ * &' $'-$ $&' $**
* &' &'+ + &' , $$'& $&+$* &% && * &' $$,, $%- $%$
$& &' ', + &' $$-$ $&* $*+&'X+''
$' $& '*& + $,' -%- ,' $$&&
+ $+ '*- + &' --' ,%& $$%
$+$&
',$ + &' -*' ,+& $$
$& $& ',* + $,' -,- ,-, $$+&* $+ $$- + &' *% $'&- $&',
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+ &' $- + &' *,% $'-+ $&%*$' $+ $+ + &' ,$- $',, $&*'
&'$+
$, + &' ,&% $$'+ $&*-
$& &' &- + &' $&% $$ $%,
* &% &*% * &' $&+% $ $+&
TABLE – C 2 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
ColumnsizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
&'X+*'
$+$&
'*' + &' *% $'%, $&++
$& $& '*- + $,' *-& $'-, $&*+* $+ $' + &' ,$* $$& $$
+ &' $&$ + &' ,+, $$-% $*$$' $+ $&, + &' ,,& $$,- $'
&'$+
$& + &' $''' $&'+ $$&
* &' $+$ + &' $'*& $&*- $,* &% &* * &' $'$ $%' $-'*$& &' &$ + &' $', $%$ $-$+
&'X-%'
* $+ ', + &' ,*$ $&', $-
$' $+ $$- + &' $'%+ $&* $%$$
&'$+ $$, + &' $'+& $&,' $%$-
* &' $+ + &' $$- $- $+''$& &' &$* + &' $-& $%,- $*&&* &% &&* * &' $' $+&* $*%
''X%'
* $& '*+ + $,' %* -& *+$
+ $+ $$% + &' +, --- ,$+
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&' $&' + &' +, -*- ,&%
$+$&
$&' + $,' +, -*- ,&%
* $+ $% + &' -$$ *, ,*-+ &' $-, + &' -+$ *,* $'+
TABLE – C 2 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
ColumnsizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
&% $*- * &' --+ ,$ $'%$
&'$+
$,+ + &' -, ,$ $'+*
* &' &, + &' *-% $'$& $$*
+ &% &*$ * &' ,%% $',$ $&&-''X*
'+ $+ $'% + &' +- *& ,-
$+$&
$$' + $,' +* * ,*
* $+ $$ + &' -* *,- $'- &% $-& * &' *$& ,+$ $$$'
&'$+
$*' + &' *&* ,-- $$&-
* &' &&' + &' ,$$ $'+' $&'*
+ &% &%* * &' ,*, $$* $&*+
&%&'
&*& * &' $', $$*- $
* &% * &' $$+- $$ $+$''X'
'+ $+ $''
%+ &' +,, *%- $'$+
$+$&
$'-
+ $,' -'* *++ $'&%
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* $+ $ + &' --& ,&, $'*- &% $+ * &' *% ,,& $$%'
&'$+
$-& + &' *% $'$$ $$+,
* &' &', + &' ,% $',& $&*
+ &% &% * &' $'$ $$+, $&%
&%&'
&+* * &' $'+ $&$, $-%
* &% &- * &' $$,& $- $%'$''X%
'
$+$&
', + $,' -+* ,+ $$&
TABLE – C 2 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
ColumnsizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
''X%'
* $+ $$, + &' *$ $'', $$*-
&'$+
$% + &' ,$% $',& $&+,
$& $+ $-, + &' ,-* $$%% $&* &' $*+ + &' ,,% $$-& $,$& &' &-, + &' $&& $,* $%-* &% &,$ * &' $&%& $&- $+'&
''X%''
+ $+ '*' + &%' *$* $'$+ $&$
$+
$&
'* + &%' *&, $'&- $&&%
$& $& ',' + $,' *% $'& $&$* $+ $'- + &%' *,$ $'*, $&*-+ &' $&+ + &%' , $$' $*$' $+ $ + &%' ,+% $$+& $%,
&'$+
$- + &%' ,- $$-' $+-
$& $+ $+$ + &%' $'* $&% $&
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* &' $+- + &%' $'% $&%$ $*
&%&'
&$% * '' $$*% $*$ $%-+
$& &' &%$ + '' $&* $-* $+-* &% &+& * '' $$ $%'* $-'&
''X%'
* $+ $'$ + &%' ,&- $$- $-
$& $+ $%& + &%' $'- $&* $,&* &' $%* + &%' $',& $'' $%',$& &' &- + &%' $$, $%&+ $-* &% &- * '' $* $%%% $-+&$& &% -' * '' $-' $,'- &$$$
TABLE – C 2 (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT RECTANGULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
ColumnsizeBXD(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
''X+''
* $+ '*, + '' $'$$ $&* $*+
$& $+ $ + '' $$%- $, $+$* &' $' + '' $$-- $$ $+%'$& &' &', + '' $'& $+- $*-&$& &% &- * '' $-** &'&' &&%&
''X+*'
$& $+ $$* + '' $&% $%&$ $-,'
* &' $& + '' $&-$ $%' $*'*
* &% $,& * '' $%&+ $-, &'+'$& &% &*, * '' $**% &$, &$$& &* +& * '' &$%% &$* &+*'
''X-''
$& $+ $$% + &%' $&-* $%%% $*&
* &' $&' + '' $&&$ $%- $*%'$& &' $-, + '' $%&& $-,- &'-&* &% $*- * '' $%%& $*&- &$'&
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$& &% &*' * '' $,'+ &$-, &%$* &* &% * '' $-% &''* &*&* & '+ * '' &''% &&-- &%*
''X-%'
$& $+ $'- + &%' $- $+ $,'
* &' $$& + '' $%- $+% $,%'$+ $+ $ + &%' $* $--, &'-%$& &' $+* + '' $%*+ $**$ &$-%$+ &' && + '' $*$' &$' &,-$& &% &+& * '' $,+, &&+$ &%%$+ &% , * '' && &+$ &,'
''X*'
$& $+ ',+ + &%' $- $-*' &$$&
$& &' $%' + '' $+, &'&% &%%* &* $,% * '' $*, &&&, &%%*$& &% & * '' &'-- &'+ &-* & &%% * '' &$- &%'$ &*&*
TABLE – C
STANDARD DESIGN FOR AXIAL LOADED SHORT CIRCULARCOLUMNS
STEEL: Fe 415 CONCRETE: M15, M20, M25
Columndia
(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
&' + $& $+ + $%' &*, ,** $& &$* + $%' ' *% ,+ $+ &, + &'' *% , ,&* $+ *- + &'' %* %$$ %+
'' + $& ',+ + &'' '+ ,, %,* $& $&* + &'' - %' ++ $+ $-$ + &'' %'& %,% +*-
* $+ &&* + &'' %-% ++- -%,+ &' &+- + &'' +&% -$- *',
*' * $& '*' + &'' +$* -+* ,$*+ $+ $'+ + &'' +-& *&$ ,-$* $+ $& + &'' -+ *,% $'+ &' $++ + &'' -,% , $',** &' &&& + &'' ,$' $'%* $&'++ &% &+' * &%' ,** $$+ $&*
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$& &' & + &'' $$- $&* $&,'' * $+ $&* + &'' -, ,+' $$&%
* &' &'' + &'' ,%* $$& $&*-* &% $ * &%' $&$+ $-* $%$* &* ,& * &%' $,+ $%%- $-$*
%' * $+ $'$ + &'' ,&* $$- $-* &' $%* + &'' $',& $'$ $%',* &% &- * &%' $, $%%% $-+&* &* $ * &%' $%' $-+ $,$
TABLE – C (c!"#!$e%&
STANDARD DESIGN FOR AXIAL LOADED SHORT CIRCULARCOLUMNS
STEEL Fe 415 CONCRETE: M15, M20, M25
Columndia
(mm)
Main Steel Lateral Ties Safe load carrying capacityof Column (KN)
No Dia(mm)
! Dia(mm
)
"itc#(mm)
M$% M&' M&%
%'' * &' $&* + &'' $&$ $%'' $-%*$& &' $,& + &'' $+, $-&+ $,** &% &'' * &%' $,* $-% &'$$* &* &%$ * &%' $+-, $, &$,'$& &% '' * &%' $*% &$', &+&
+'' * &' '*, + &'' $%*- $,+$ &%$& &' $ + &'' $*$ &$*% &%%-
* &% $, * &%' $* &&$% &%*-* &* $- * &%' &'& &, &-+$& &% &'* * &%' &$,* &%+- &,+
N"e:C'e) c*e) ++$e% : 40 -) M15 !% M20
45 -) M25
8/19/2019 Column Table
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E.ec"#*e c*e) / c'e) c*e) %#e"e) - "#e+ '-"e %# -
"e #! )
Te '% ))#*e% *e )e -) c#)c$') "#e+
F) e'#c' "#e+ "e *e '% +'' e $'"#6'#e% 1705
8/19/2019 Column Table
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