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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 = 602.00 +N S%" B(a"! Ca8ac"#y = 200.00 +Pa

P "9( %a = 12.00 +N M"!. (8# &% NGL =   1.00

P (a#;(? @c = *00 F%%#"! @"# @&3 = 2.10

C% 4">(? Lc = *00 F%%#"! L(!# L&3 = 2.10

T%#a L%a = *.70 +! U#"a#( L%a P< = 10.)0

!(# = 2)5.)0 +Pa E&&. D(8# %& &%%#"! = )17.00 0.)17

R(;

#((&%( SAFECheck one way shear ($ea& shear a$out 'L'" A##owa$#e $ea& shear

Ac#

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 A. ALONG "L"

M

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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"! Ca8ac"#y = 200.00 +Pa

P "9( %a = 60.00 +N M"!. (8# &% NGL =   1.00

P (a#;(? @c = 200 F%%#"! @"# @&3 = 1.2

C% 4">(? Lc = 600 F%%#"! L(!# L&3 = 2.00

T%#a L%a = *56.1 +! U#"a#( L%a P< = 620.00

!(# = 2*.00 +Pa E&&. D(8# %& &%%#"! = 217.00 0.217

R(;

#((&%( SAFECheck one way shear ($ea& shear a$out 'L'" A##owa$#e $ea& shear

Ac#

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 A. ALONG "L"

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DESIGN OF CANTILE-ERED SPREAD FOOTING

PROJECT, STARBUC+S - LIPA

DESIGNATION F1

DESIGN PARAMETER 

F'c = 20.70 MPa

Fy = *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"! Ca8ac"#y = 200.00 +Pa

P "9( %a = 77.00 +N M"!. (8# &% NGL =   1.00

P (a#;(? @c = 600 F%%#"! @"# @&3 = 1.20

C% 4">(? Lc = 600 F%%#"! L(!# L&3 = 2.00

T%#a L%a = *7).0 +! U#"a#( L%a P< = .70

!(# = 2*.25 +Pa E&&. D(8# %& &%%#"! = )17.00 0.)17

R(;

#((&%( SAFE

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

Ac#

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USE FLE)URE TO DETER*INE RE+ARS,

 A. ALONG "L"

M

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DESIGN OF RECTANGULAR FOOTING

PROJECT : STARBUC+S - LIPA

DESIGNATION : F7

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 = 12.00 +N S%" B(a"! Ca8ac"#y = 1*.00 +Pa

P "9( %a = 6.00 +N M"!. (8# &% NGL =   1.20

P (a#;(? @c = *00 F%%#"! @"# @&3 = 1.00

C% 4">(? Lc = *00 F%%#"! L(!# L&3 = 1.70

T%#a L%a = 2*1.7 +! U#"a#( L%a P< = 2.0

!(# = 167.5* +Pa E&&. D(8# %& &%%#"! = 21.00 0.21

R(;

#((&%( SAFE

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

Ac#

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$2 = 1.65

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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 = 56.00 +N S%" B(a"! Ca8ac"#y = 1*).00 +Pa

P "9( %a = 2).00 +N M"!. (8# &% NGL =   1.0

P (a#;(? @c = 20 F%%#"! @"# @&3 = 1.*0

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

T%#a L%a = 267.60 +! U#"a#( L%a P< = )1).7

!(# = 160.0 +Pa E&&. D(8# %& &%%#"! = 267.00 0.267

R(;

#((&%( SAFE

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

Ac#

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USE FLE)URE TO DETER*INE RE+ARS,

 A. ALONG "L"

M

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MPa

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