Neihbor Footing - Master Sheet
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Transcript of Neihbor Footing - Master Sheet
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7/26/2019 Neihbor Footing - Master Sheet
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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
&
'*)
.&&
$'/&
C.S OF ST)
2aking moments about point 3O3
4 = " ( 278.'7 *N
DESIGN OF STRAP BEAM:
2aking moments about point 3#35 .&& mm
)6')% kN7m 8Ultimate9 *&& mm
:6&'&& mm
.$/
;ence5
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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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