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DESIGN OF NEIGHBOR FOOTING

PROJECT : GARAGE OF G+1 VILLA

FOOTING NO: F4

DESIGN DATA :

SBC of Soil = 175 Concrete grade fcu = 32 Bottom cover of Footings = 75 mm

Depth of Overburden = 0.75 m Steel grade fy = 460 Side cover of Footings = 50 mm

Density of Soil = 18 Net SBC = 162 Cover to Strap Beam = 50 mm

COLUMNS DATA

Parameters Colm! 1 Colm! 2 Parameters "e#$re% Pro&$%e%

Ultimate load 188 kN 188 kN idth of Footing 1.'0 m 1.'0 m

idth of column 400 mm 400 mm !ength of Footing 0.46 m 1.'0 m

Depth of column 400 mm 400 mm Depth of Footing 0.35 m 0.35 m

l ( 2.30 m c"c #rea of Footing 0.88 3.61

columns

ST) 200 mm

700 mm

$%% kN $%% kN

&'()

&'*) $')) m O

+ $ , - .&

" l = .'(& m

$')&

-

$'/

&

-$& 0$)& c"c

*&&

. , - .&

1

&

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.&&

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C.S OF ST)

2aking moments about point 3O3

4 = " ( 278.'7 *N

DESIGN OF STRAP BEAM:

2aking moments about point 3#35 .&& mm

)6')% kN7m 8Ultimate9 *&& mm

:6&'&& mm

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and 2 Nos' 20

DESIGN OF ECCENTRIC FOOTING F1: S$:e o Foot$!; Pro&$%e%ear

from face of Column

mm )OTTOM )A"Sand 10T st$rrs 150mm ==

/1(

kN"m. L1(

#rea of Footing reAuired 3 A3= m. D1(

Net Up>ard Soil

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C4H2HC#! SC2HONS FO4 ON #- S;#4

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