General Data

Design Code :ID of Pile Cap :As of Pile Cap :

Data Loads

Dimension of Pile Cap

PILE AND PILE CAP DESIGN

Date :

Time :

November 28, 2015

8:41:09

Design Element

Project

Engineer

Revision-

Daun-daun unique hotel

DATA INPUT PILE ( 1 × 2 ) - DESIGN

Anugrah widyamandala, ST

■

SNI 03-2847-2002

■

Dead LiveLoad Case

UnitLoads

PC-1498

Wind EarthQuake Other

264.607

0.239

Axial ( P v )

Moment X ( Mx )

Moment Y ( My )

■

( ton )

( ton-m )

( ton-m ) 2.472

1000

Diameter of Pile mm

Spacing of Pile mm

Thickness of Pile Cap mm

Cover of Concrete mm

Length of X Direction mm

Length of Y Direction mm

Num of Row mmNum of Column mmDimension of Column

Width mm

Height mm

Specification Concrete Material

Concrete Strength MPa

Weight per Unit Volume kg/m 3

Modulus of Elasticity MPa

Ultimate Strain

Poisson RatioModulus of Shear MPa

Beta 1

Reduction Factor ( f )

Flexure or Tension Reduction Factor =

Compression Spiral Reduction Factor =

Compression Reduction Factor =

Shear Reduction Factor =

Torsion Reduction Factor =

( b c ) = 800

( h c ) = 600

( c ) = 100

( m ) = 1( n ) = 2

( L y ) 1125

( L x )

( Øpile )

( S )

450

( t pc )

900

=

=

=

=

=

850

2025

( μ )( G )

( β 1 )

24.9

2400

23453

0.003

0.39020.37

0.85

==

■

=

=

=

=

( f' c )

( γ c )

( E c )

( ε cu )

0.65

0.75

0.75( f T )

=

0.8

0.7

■

( f F )

( f Cs )

( f C )

( f S )

Lx

1

S

2 Ly

-1000

-800

-600

-400

-200

0

200

400

600

800

-1.500 -1.000 -500 0 500 1.000 1.500