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DESIGN FOR RECTANGULAR FOOTING
PROJECT NAME MICASA STERLING TYPE - 3
FILENAME
'file:///var/www/apps/conversion/tp/scratc!"#/#$%&&&(&)*ls'+,Rectan-.lar
COLMN I0 C1/F1Column Load ( P in MT !"" G#ad$ o%
S$l% &' o% %oo'in in MT 12 Conc M 2(
S)*)C o% %oo'in +on,id$#$d (MT/m $2( 3teel Fe 1$&
Area of footin- re4.ire5 in M2 &)#&
Re4.ire5 footin- si6e 7in M8 2)#$
P#o.id$d %oo'in ,i$ (in M 3)0" 1)0 )$#
Column ,i$ 2#o.id$d (in M ")" ")3"
P$d$,'al ,i$ 2#o.id$d (in M )" ")"
4-o% '5$ %oo'in $)%9
Min a*is oent on col.n fro analsis 7T;M8 $)(%
Ma* a*is oent on col.n fro analsis 7T;M8 $
P/A 9%)9&9$<
M/= ()&&9%%
7P/A8>7M/=8 9
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DESIGN FOR S=UARE FOOTING
PROJECT NAME REGENT PAR7 CON>ERSION OF F! INTO MAT
FOOTINGFILENAME
'file:///var/www/apps/conversion/tp/scratc!"#/#$%&&&(&)*ls'+,34.are
COLMN I0 C!/F!Column Load ( P in MT 1!" G#ad$ o%
S$l% &' o% %oo'in in MT $$)2 Conc M 2&
S)*)C o% %oo'in +on,id$#$d (MT/m 1& 3teel Fe &((
Area of footin- re4.ire5 in M2 #)
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DESIGN FOR RECTANGULAR FOOTING
PROJECT NAME
COLMN I0
Column load (in MT (
S$l% &' o% %oo'in in MT (S)*)C o% %oo'in +on,id$#$d (MT/m
(
Area of footin- re4.ire5 in M2 +0I/(H
Re4.ire5 footin- si6e 7in M8 +0I/(H Footin- Ar
P#o.id$d %oo'in ,i$ (in M ()(( ()(( ()((
Column ,i$ 2#o.id$d (in M ()(( ()((
P$d$,'al ,i$ 2#o.id$d (in M ( (
Net .pwar5 soil press.re 7MT/28 +0I/(H
Ma* ?)M at face of pe5estal 7MT;M8 +0I/(H +0I/(H
Effective wi5t! of footin- 7in M8 ()(( ()((
Effective 5ept! of footin- re4.ire5 7in MM8 +0I/(H +0I/(H
O.$#all D$2'5 o% %oo'in 2#o.id$d (in MM ( (
Effective 5ept! of footin- provi5e5 7in MM8 ;&(
;&( Ast re4.ire5 7in 28 +0I/(H +0I/(H
Ast provi5e5 7in 28 ( $tor ( $tor
S6EAR C6EC7S FOR FOOTINGS
FOOTING
Area of steel provi5e5 in s4@ ( ( $
2($
Provi5e5 0 in (
3trai-!t 5ept! in (
3lant 5ept! in (
Total 0 in (
5 provi5e5 in ;&(
On$ &a; ,5$a#<
Ma*i. over!an-@ ()((
3!ear in tons +0I/(H
5' B 5 fro t!e face of t!e footin- +0I/(H
B 5 fro t!e face of t!e footin- +0I/(H
./5' in N/s4)@ +0I/(H
percenta-e of steel provi5e5@ +0I/(H
Ref to tale $ of 3P;$
allowale s!ear stress in N/s4 +0I/(Hence safe
T&o &a; ,5$a#<
3!ear in tons +0I/(H
0ept! 5o B5/2 fro t!e face of pe5estal +0I/(H
( ;2((
./o)5o in N/s4) +0I/(H ()2&s4rt7fc8@
+0I/(H
?eta +0I/(H
Pe5estal reinforceent 7in 28 (
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a
tor
$)$$
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DESIGN FOR S=UARE FOOTING
PROJECT NAME R)S)*ROT6ERS
COLMN I0 C&/F&
Column load (in MT 2$$S$l% &' o% %oo'in in MT $1)%%
S)*)C o% %oo'in +on,id$#$d (MT/m 1(
Area of footin- re4.ire5 in M2 &)1
Re4.ire5 footin- si6e 7in M8 2)#< Footin- Area
P#o.id$d %oo'in ,i$ (in F$$'
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Pe5estal reinforceent 7in 28 1##)2
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DESIGN OF FLAT FOOTING
PRO@ECT NAME
COLUMN ID
Column load (in MT &(S$l% &' o% %oo'in in MT &
S)*)C o% %oo'in +on,id$#$d (MT/m 2&
Area of footin- re4.ire5 in M2 2)2(
Re4.ire5 footin- si6e 7in M8 $)1<
P#o.id$d %oo'in ,i$ (in M $)%&
P$d$,'al ,i$ 2#o.id$d (in M ()
Net .pwar5 soil press.re 7MT/28 $)##
Ma* ?)M at face of pe5estal 7MT;M8/eter wi5t! #)(1
Effective 5ept! of footin- re4.ire5 7in MM8 $
