8/16/2019 C-5 Pile Cap Analysis

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 Date Printed:25/3/201 6 Page 1

Company:   PileLoads   Ver:991112   1999 Techno Consultants  

User Registration No: Unregistered Copy

 Address:  Made by Date  Page No

 Project: Tanjung Malim SURK November 13, 1999 45

 Client: Checked Revision Job No Element: C-5 Pile Cap Analysis EK C 7865  

Node Direction of Pile Cap Pile Cap Properties

Density: 24 kN/m3 Thickness: 0.9 m Weight kN: 71.93 Node Node Positions Area m Ixx cg m Iyy cg m Ixy m Xcg orig m Ycg orig m

Ref  Xorigin Yorigin 3.330 6.600 0.389   0.000 0.650 -1.400

 Node 1 0 0

 Node 2 0 0.8

 Node 3 1.3 0.8

 Node 4 1.3 0

 Node 5 0.8 0

 Node 6 0.8 -2

 Node 7 1.3 -2

 Node 8 1.3 -3.3

 Node 9 0 -3.3

 Node 10 0 -2

 Node 11 0.5 -2

 Node 12 0.5 0End Node 0 0

Details of Applied Moments & Vertical Loads Overturning Moments: 0.0 LL+1.0 DL+1.4 WL Design Moments: 1 .0 LL +1.0 DL +1.0 WL

Load  Applied Moments in kN-m and Loads in kN Load Positions, m Case 1: Wind yy Case 2: Wind xx Case 3: Wind yy Case 4: Wind xx

Ref LL DL WL y-dir WL x-dir   Xorigin Yorigin Mxx kN-m Myy kN-m Mxx kN-m Myy kN-m Mxx kN-m Myy kN-m Mxx kN-m Myy kN-m

Mxx 0.00 0.00 0.00 0.00

Myy 0.00 0.00 0.00 0.00

Load 1 7 119 0.65 0.4 238.00 0.00 238.00 0.00 252.00 0.00 252.00 0.00

Load 2 14 230 0.65 -2.65 -241.50 0.00 -241.50 0.00 -256.20 0.00 -256.20 0.00

CapSWt 3 71.928 0.650 -1.400 14.37 0.00 14.37 0.00 14.37 0.00 14.37 0.00

Totals 21.000 420.928 0.000 0.000 Resultant Moments Myy & Mxx kN-m

Direction of Wind Loading 10.87 0.00 10.87 0.00 10.17 0.00 10.17 0.00Pile Positions & Properties Resultant Vertical Loads kN

Pile Pile Positions, m Pile Positions, m Inertia 420.93 kN 420.93 kN 441.93 kN 441.93 kN

Ref or g n or g n centro centro

x cg=

y y cg=

x xy cg=

xy Induced Pile LoadsPile 1 0.275 0.5 -0.375 2.100 4.410 0.141 -0.788 71.81 kN 71.81 kN 75.20 kN 75.20 kN

Pile 2 1.025 0.5 0.375 2.100 4.410 0.141 0.788 71.81 kN 71.81 kN 75.20 kN 75.20 kN

Pile 3 0.275 -2.275 -0.375 -0.675 0.456 0.141 0.253 69.62 kN 69.62 kN 73.16 kN 73.16 kN

Pile 4 1.025 -2.275 0.375 -0.675 0.456 0.141 -0.253 69.62 kN 69.62 kN 73.16 kN 73.16 kN

Pile 5 0.275 -3.025 -0.375 -1.425 2.031 0.141 0.534 69.03 kN 69.03 kN 72.60 kN 72.60 kN

Pile 6 1.025 -3.025 0.375 -1.425 2.031 0.141 -0.534 69.03 kN 69.03 kN 72.60 kN 72.60 kN

Group cg 0.650 -1.600 13.793 0.844 0.000 420.93 kN 420.93 kN 441.93 kN 441.93 kN

Layout

of

Pile Cap

Loads & Piles

Loads

Piles

Origin

SWt

Pile Cap

File: PILE CAP - LOAD.xls Tab: PileCap02   Load Distribution Beneat h a Rigid Pile Cap    999 Techno Consultants