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DESIGN OF RECTANGULAR FOOTING

PROJECT : SABANG HOTEL - CLUSTER 10

DESIGNATION : F-1

DESIGN PARAMETER 

F'c = 20.70 MPa

Fy = 27.00 MPa U!"# $#. %& c%!c(#( = 2).* +N,)A/"a L%a U!&ac#%(3 U!"# $#. %& 4%" = 15.* +N,)

P (a %a = )70.00 +N S%" B(a"!6 Caac"#y = 200.00 +Pa

P "8( %a = 90.00 +N M"!. (# &% NGL =   1.00

P (a#;(? @c = *00 F%%#"!6 @"# @&3 = 1.))

C% 4">(? Lc = 900 F%%#"!6 L(!6# L&3 = 2.00

T%#a L%a = 00.5* +! U#"a#( L%a P< = 920.00

!(# = 2)2.0 +Pa E&&. D(# %& &%%#"!6 = 217.00

R(;

#((&%( SAFECheck one way shear ($ea& shear a#on! ')'" A##owa$#e $ea& shear

Ac#

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 A. ALONG "Wf"

M

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0.217

0.0*05

1.2

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DESIGN OF CANTILE.ERED SPREAD FOOTING

PROJECT- STARBUC+S - LIPA

DESIGNATION F1

DESIGN PARAMETER 

F'c = 20.70 MPaFy = *1*.00 MPa U!"# $#. %& c%!c(#( = 2).* +N,)

A/"a L%a U!&ac#%(3 U!"# $#. %& 4%" = 15.* +N,)

P (a %a = )27.00 +N S%" B(a"!6 Caac"#y = 200.00 +Pa

P "8( %a = 77.00 +N M"!. (# &% NGL =   1.00

P (a#;(? @c = 900 F%%#"!6 @"# @&3 = 2.00

C% 4">(? Lc = 900 F%%#"!6 L(!6# L&3 = 2.00

T%#a L%a = 15.) +! U#"a#( L%a P< = .70

!(# = 1*7.1 +Pa E&&. D(# %& &%%#"!6 = )17.00

R(;

Check one way shear ($ea& shear a#on! 'L)'" A##owa$#e $ea& shear

Ac#

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Ac#

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DESIGN OF RECTANGULAR FOOTING

PROJECT- STARBUC+S - LIPA

DESIGNATION F)

DESIGN PARAMETER 

F'c = 20.70 MPaFy = 27.00 MPa U!"# $#. %& c%!c(#( = 2).* +N,)

A/"a L%a U!&ac#%(3 U!"# $#. %& 4%" = 15.* +N,)

P (a %a = 59.00 +N S%" B(a"!6 Caac"#y = 1*).00 +Pa

P "8( %a = 2).00 +N M"!. (# &% NGL =   1.0

P (a#;(? @c = *00 F%%#"!6 @"# @&3 = 1.*0

C% 4">(? Lc = *00 F%%#"!6 L(!6# L&3 = 1.*0

T%#a L%a = 297.90 +! U#"a#( L%a P< = )1).7

!(# = 190.0 +Pa E&&. D(# %& &%%#"!6 = 297.00

R(;

#((&%( SAFE

Check one way shear ($ea& shear a#on! 'L)'" A##owa$#e $ea& shear

Ac#

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M

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0.297

0.***5

1

1.2 MPa

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