column table

8/19/2019 Column Table

1/14

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&'

$& '*% + $,' &, +

$+ $%& + &' %- &- ,+* $& $-$ + $,' -+ % %$

&' &- + &' , %'* %--

$+$&

&- + $,' , %'* %--

* $+ ' + &' %'& %-$ +, &% -$ * &' %+* +% -'

&'$+

*, + &' %*% +% -&'

''.''

$+ '*, + &%' %'% +& -

* $& $'' + $,' %& +& -+$ &' $' + '' %*, -'- *&%

$+$&

$' + $,' %*, -'- *&%

* $+ $-, + &%' +%& --' *** &% &$* * '' -$+ * ,%$

&'$+

&&, + &%' - *%$ ,+*

* &' &-, + '' *$% ,& $',''.'

'* $+ $'' + '' ,' $$$ $%

&% $& * '' ,,- $&'* $$*

&'$+ $&, + &%' $'$ $&&% $+

$& $+ $%$ + &%' $'-* $&** $,** &' $%- + '' $',+ $'+ $%$+$+ $+ &'$ + '' $&& $& $+$

&%&'

&'$ * '' $&& $& $+$

$& &' &+ + '' $&% $% $-$


2/14

* &% &% * '' $%$ $%%, $-+-$+ &' $ + '' $%%$ $-%* $,+$& &% +* * '' $-'* $,$ &$$,

TABLE – C 1 (c!"#!$e%&

STANDARD DESIGN FOR AXIAL LOADED SHORT SQUARECOLUMNS


ColumnsizeBXD(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

%'.%'

&% ',- * '' $$++ $ $-'$

$& $+ $$, + '' $&- $%$ $-*$ &* $&$ * '' $&% $%&$ $-*** &' $& + '' $&+% $%& $-,,

&%&'

$%, * '' $++' $,&%

$& &' $*+ + '' $, $-%* &'&* &% $, * '' $%&& $-*- &'%&* &* & * '' $-'& $,++ &&&,* & $* * '' $,-* &&, &%''

%''.%''

$& $+ ',+ + '' $% $-+% &',+

* &' $'' + '' $% $-* &$$* && $&& + '' $%% $**& &&$&

&%&'

$&, * '' $%*% $,$ &&

$+ $+ $&, + '' $%*% $,$ &&$& &' $%$ + '' $+*% &'$ &$* &% $%- * '' $-$& &'' &+*&' $+ $+$ + '' $-' &'%* &*+

$+ &' &'$ + '' $,$$ &&* &%+%$& &% &+ * '' &'-' &,+ &-&$&' &' &%$ + '' &$* &+ &-**$+ &% $ * '' && &-- '+,

N"e : C'e) c*e) ++$e% : 40 -) M15 !% M20 45 -) M25


3/14

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


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%

' $+ $'' + &' +* %- +*$

* $& $$& + $,' *+ %,& +,*

+ $+ $%' + &' %$ +- -%& &' $%+ + &' %%' +%% -+$

$+$&

$%+ + $,' %%' +%% -+$

&'$+

$*& + &' %** +, -,*

* $+ &'' + &' +$ *&+ &' & + &' ++ -+* *-


4/14

&% & * &' +-* -* **** &' $& + &' --* **& ,*%

+ &% +- * &' *%* ,+$ $'+%

TABLE – C 2 (c!"#!$e%&



Column

sizeBXD(mm)



(mm)! Dia

(mm)

"itc#(mm)

M$% M&' M&%

&'X*'

$+ ',& + &' ,% +$$ -&+

* $& $' + $,' %$ +&* -+ $+ $* + &' %+* -,* &' $ + &' %-* +, *'*

$+$&

$ + $,' %-* +, *'*

* $+ $* + &' +$ -%+ *-'+ &' &$+ + &' +,& *'+ ,&' &% &&% * &' -'+ *&' ,

&'$+

&+ + &' -& *- ,%$

* &' &*- + &' *'% ,$* $'$+ &% - * &' ** ,,+ $$',

&'X''

$+ '*- + &' %$ +% -%+

* $& ',* + $,' %& +% --+ $+ $$ + &' %*- -'* *&, &' $- + &' %,- -$* *,

$+$&

$- + $,' %,- -$* *,

* $+ $-% + &' ++' -*$ ,'$+ &' &'% + &' -$' *' ,%' &% &$ * &' -& * ,+


5/14

&'$+

&& + &' -& *+& ,*&

* &' &- + &' *& , $'+&+ &% & * &' ,'& $'&$ $$,

TABLE – C 2 (c!"#!$e%&



Column

sizeBXD(mm)



(mm)! Dia

(mm)

"itc#(mm)

M$% M&' M&%

&'X%'

* $& '*- + $,' %-- -$ *%$

$' $& $', + $,' +$, -%% *,&+ $+ $$- + &' * --' ,'+

$+$&

$&$ + &' +$ --- ,$

$& $& $$ + $,' ++' -,+ ,&

* $+ $%% + &' -'% *$ ,--+ &' $*& + &' -%+ *,$ $'&-$' $+ $, + &' --* *& $',

&'$+

$,, + &' -** ,& $'%*

* &' && + &' *-' $''% $$,* &% -, * &' $$&% $&%* $,$

&'X%''

$' $& ',* + $,' ++ *$+ ,+*

+ $+ $'% + &' +- *$ ,*&

$+$& $', + $,' +*- *, ,,$

$& $& $$* + $,' -'+ *%* $'',* $+ $' + &' -%& ,' $'%+ &' $+ + &' *'& ,% $$'$' $+ $-% + &' *&% ,-+ $$&+

&'$+

$-, + &' * ,* $$%


6/14

$& $+ &$' + &' *,* $'* $$,** &' &$* + &' ,$% $'+% $&$%

&%&'

&*' * &' $' $$, $&

$& &' &* + &' $$ $&,& $$

* &% & * &' $$- $&$ $+,

TABLE – C 2 (c!"#!$e%&



ColumnsizeBXD(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

&'X%'

$' $& ', + $,' +, *% $'$%

+ $+ ',, + &' -'+ *+- $'&*

$+$&

$' + $,' -$% *-+ $'-

$& $& $$$ + $,' - *, $'%* $+ $& + &' --, ,' $$''

+ &' $%% + &' *' ,,' $$%'$' $+ $+% + &' *%& $'$& $$-&

&'$+

$+, + &' *+$ $'&$ $$*$

$& $+ $,* + &' ,&% $'*% $&

&%&'

&+ * &' $'-$ $&' $**

* &' &'+ + &' , $$'& $&+$* &% && * &' $$,, $%- $%$

$& &' ', + &' $$-$ $&* $*+&'X+''

$' $& '*& + $,' -%- ,' $$&&

+ $+ '*- + &' --' ,%& $$%

$+$&

',$ + &' -*' ,+& $$

$& $& ',* + $,' -,- ,-, $$+&* $+ $$- + &' *% $'&- $&',


7/14

+ &' $- + &' *,% $'-+ $&%*$' $+ $+ + &' ,$- $',, $&*'

&'$+

$, + &' ,&% $$'+ $&*-

$& &' &- + &' $&% $$ $%,

* &% &*% * &' $&+% $ $+&

TABLE – C 2 (c!"#!$e%&



ColumnsizeBXD(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

&'X+*'

$+$&

'*' + &' *% $'%, $&++

$& $& '*- + $,' *-& $'-, $&*+* $+ $' + &' ,$* $$& $$

+ &' $&$ + &' ,+, $$-% $*$$' $+ $&, + &' ,,& $$,- $'

&'$+

$& + &' $''' $&'+ $$&

* &' $+$ + &' $'*& $&*- $,* &% &* * &' $'$ $%' $-'*$& &' &$ + &' $', $%$ $-$+

&'X-%'

* $+ ', + &' ,*$ $&', $-

$' $+ $$- + &' $'%+ $&* $%$$

&'$+ $$, + &' $'+& $&,' $%$-

* &' $+ + &' $$- $- $+''$& &' &$* + &' $-& $%,- $*&&* &% &&* * &' $' $+&* $*%

''X%'

* $& '*+ + $,' %* -& *+$

+ $+ $$% + &' +, --- ,$+


8/14

&' $&' + &' +, -*- ,&%

$+$&

$&' + $,' +, -*- ,&%

* $+ $% + &' -$$ *, ,*-+ &' $-, + &' -+$ *,* $'+

TABLE – C 2 (c!"#!$e%&



ColumnsizeBXD(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

&% $*- * &' --+ ,$ $'%$

&'$+

$,+ + &' -, ,$ $'+*

* &' &, + &' *-% $'$& $$*

+ &% &*$ * &' ,%% $',$ $&&-''X*

'+ $+ $'% + &' +- *& ,-

$+$&

$$' + $,' +* * ,*

* $+ $$ + &' -* *,- $'- &% $-& * &' *$& ,+$ $$$'

&'$+

$*' + &' *&* ,-- $$&-

* &' &&' + &' ,$$ $'+' $&'*

+ &% &%* * &' ,*, $$* $&*+

&%&'

&*& * &' $', $$*- $

* &% * &' $$+- $$ $+$''X'

'+ $+ $''

%+ &' +,, *%- $'$+

$+$&

$'-

+ $,' -'* *++ $'&%


9/14

* $+ $ + &' --& ,&, $'*- &% $+ * &' *% ,,& $$%'

&'$+

$-& + &' *% $'$$ $$+,

* &' &', + &' ,% $',& $&*

+ &% &% * &' $'$ $$+, $&%

&%&'

&+* * &' $'+ $&$, $-%

* &% &- * &' $$,& $- $%'$''X%

'

$+$&

', + $,' -+* ,+ $$&

TABLE – C 2 (c!"#!$e%&



ColumnsizeBXD(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

''X%'

* $+ $$, + &' *$ $'', $$*-

&'$+

$% + &' ,$% $',& $&+,

$& $+ $-, + &' ,-* $$%% $&* &' $*+ + &' ,,% $$-& $,$& &' &-, + &' $&& $,* $%-* &% &,$ * &' $&%& $&- $+'&

''X%''

+ $+ '*' + &%' *$* $'$+ $&$

$+

$&

'* + &%' *&, $'&- $&&%

$& $& ',' + $,' *% $'& $&$* $+ $'- + &%' *,$ $'*, $&*-+ &' $&+ + &%' , $$' $*$' $+ $ + &%' ,+% $$+& $%,

&'$+

$- + &%' ,- $$-' $+-

$& $+ $+$ + &%' $'* $&% $&


10/14

* &' $+- + &%' $'% $&%$ $*

&%&'

&$% * '' $$*% $*$ $%-+

$& &' &%$ + '' $&* $-* $+-* &% &+& * '' $$ $%'* $-'&

''X%'

* $+ $'$ + &%' ,&- $$- $-

$& $+ $%& + &%' $'- $&* $,&* &' $%* + &%' $',& $'' $%',$& &' &- + &%' $$, $%&+ $-* &% &- * '' $* $%%% $-+&$& &% -' * '' $-' $,'- &$$$

TABLE – C 2 (c!"#!$e%&



ColumnsizeBXD(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

''X+''

* $+ '*, + '' $'$$ $&* $*+

$& $+ $ + '' $$%- $, $+$* &' $' + '' $$-- $$ $+%'$& &' &', + '' $'& $+- $*-&$& &% &- * '' $-** &'&' &&%&

''X+*'

$& $+ $$* + '' $&% $%&$ $-,'

* &' $& + '' $&-$ $%' $*'*

* &% $,& * '' $%&+ $-, &'+'$& &% &*, * '' $**% &$, &$$& &* +& * '' &$%% &$* &+*'

''X-''

$& $+ $$% + &%' $&-* $%%% $*&

* &' $&' + '' $&&$ $%- $*%'$& &' $-, + '' $%&& $-,- &'-&* &% $*- * '' $%%& $*&- &$'&


11/14

$& &% &*' * '' $,'+ &$-, &%$* &* &% * '' $-% &''* &*&* & '+ * '' &''% &&-- &%*

''X-%'

$& $+ $'- + &%' $- $+ $,'

* &' $$& + '' $%- $+% $,%'$+ $+ $ + &%' $* $--, &'-%$& &' $+* + '' $%*+ $**$ &$-%$+ &' && + '' $*$' &$' &,-$& &% &+& * '' $,+, &&+$ &%%$+ &% , * '' && &+$ &,'

''X*'

$& $+ ',+ + &%' $- $-*' &$$&

$& &' $%' + '' $+, &'&% &%%* &* $,% * '' $*, &&&, &%%*$& &% & * '' &'-- &'+ &-* & &%% * '' &$- &%'$ &*&*

TABLE – C

STANDARD DESIGN FOR AXIAL LOADED SHORT CIRCULARCOLUMNS

STEEL: Fe 415 CONCRETE: M15, M20, M25

Columndia

(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

&' + $& $+ + $%' &*, ,** $& &$* + $%' ' *% ,+ $+ &, + &'' *% , ,&* $+ *- + &'' %* %$$ %+

'' + $& ',+ + &'' '+ ,, %,* $& $&* + &'' - %' ++ $+ $-$ + &'' %'& %,% +*-

* $+ &&* + &'' %-% ++- -%,+ &' &+- + &'' +&% -$- *',

*' * $& '*' + &'' +$* -+* ,$*+ $+ $'+ + &'' +-& *&$ ,-$* $+ $& + &'' -+ *,% $'+ &' $++ + &'' -,% , $',** &' &&& + &'' ,$' $'%* $&'++ &% &+' * &%' ,** $$+ $&*


12/14

$& &' & + &'' $$- $&* $&,'' * $+ $&* + &'' -, ,+' $$&%

* &' &'' + &'' ,%* $$& $&*-* &% $ * &%' $&$+ $-* $%$* &* ,& * &%' $,+ $%%- $-$*

%' * $+ $'$ + &'' ,&* $$- $-* &' $%* + &'' $',& $'$ $%',* &% &- * &%' $, $%%% $-+&* &* $ * &%' $%' $-+ $,$

TABLE – C (c!"#!$e%&

STANDARD DESIGN FOR AXIAL LOADED SHORT CIRCULARCOLUMNS


Columndia

(mm)


No Dia(mm)

! Dia(mm

)

"itc#(mm)

M$% M&' M&%

%'' * &' $&* + &'' $&$ $%'' $-%*$& &' $,& + &'' $+, $-&+ $,** &% &'' * &%' $,* $-% &'$$* &* &%$ * &%' $+-, $, &$,'$& &% '' * &%' $*% &$', &+&

+'' * &' '*, + &'' $%*- $,+$ &%$& &' $ + &'' $*$ &$*% &%%-

* &% $, * &%' $* &&$% &%*-* &* $- * &%' &'& &, &-+$& &% &'* * &%' &$,* &%+- &,+

N"e:C'e) c*e) ++$e% : 40 -) M15 !% M20

45 -) M25


13/14

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


14/14

column table

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