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CALCULATION SHEET mani &malli associatesDESIGNED FOR STILT+5 FLOORS
Office : naga Date :
Ref No./Dwg No. Checked : Date :
Project: AT Rayadurgam Remarks :
DESIGN OF SLOPED FOOTINGFOOTING NO. F1 196.5
Unit
PU (p*1.5) T 197.00
MU T-M 3.03
SBC T/SQM 38.00
FOS 1.50
AREA req SQM 3.80
LENGTH (L) M 1.95
BREADTH (B) M 1.95
D d!t" MM 7#$
d %%&ti' d!t" MM #9
edge !" (T) MM 381 0
C!" #$r %&' T/SQM 3.18
S!$rer %de '$+, (&)(pede%) M 0.$30 30 C2ES$ger %de'$+, ()(pede%) M 0.533 d 4 15.00 C2ES
PROECTO AROU 0.100 F$$g #. #3*
PRO-SS (&6) 0.730 0.8851011 #. #3*
PRO-S (6) 0.33 0.1991 '$+, 9:;; /SQMM 0.97
P-; ? 0.
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Per.p+'!g %!er %re%% (T ) 1.07 D 0.59 %#e
spacing in long! "ic c#c T $% $&' mm
spacing in so!! "ic c#c T $% $%' mm
footing volume * 2.12 40
weight of steel * 84 g
m, wt / m3 g#m,