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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,