Pile Load Distribution (DBS)
1
Date Printed:23/7/2014 Page 1 Company: HSL GROUND ENGINEERING PTE LTD PileLoads Ver:991112 1999 Techno Consultants No. 42D Penjuru Rd, 609162 Singapore User Registration No: Unregistered Copy Address: Tel: +65 6898 5225 Fax: +65 6705 7362 Made by Date Page No Project: Desa Business Suite UK July 23, 2014 46 Client: ACE Consultant Checked Revision Job No Element: Pile Load Distribution JY A 7865 Node Direction of Pile Cap Pile Cap Properties Density: 24 kN/m3 Thickness: 2.5 m Weight kN: 2587.20 Node Node Positions Area m 2 Ixx cg m 4 Iyy cg m 4 Ixy m 4 Xcg orig m Ycg orig m Ref Xorigin Yorigin 43.120 278.268 86.276 0.000 2.450 4.400 Node 1 0 0 Node 2 4.9 0 Node 3 4.9 8.8 Node 4 0 8.8 End Node 0 0 Details of Applied Moments & Vertical Loads Overturning Moments: 0.0 LL+1.0 DL+1.0 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 38376 0 2.45 4.4 16949.40 0.00 16949.40 0.00 16949.40 0.00 16949.40 0.00 Load 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CapSWt 3 2587.200 2.450 4.400 1142.68 0.00 1142.68 0.00 1142.68 0.00 1142.68 0.00 Totals 0.000 40963.200 0.000 0.000 Resultant Moments Myy & Mxx kN-m Direction of Wind Loading 18092.08 0.00 18092.08 0.00 18092.08 0.00 18092.08 0.00 Pile Positions & Properties Resultant Vertical Loads kN Pile Pile Positions, m Pile Positions, m Inertia 40963.20 kN 40963.20 kN 40963.20 kN 40963.20 kN Ref Xorigin Yorigin Xcentroid Ycentroid I x cg =∑y 2 I y cg =∑x 2 Ix y cg =∑xy Induced Pile Loads Pile 1 0.725 0.725 -1.725 -3.233 10.454 2.976 5.578 5454.99 kN 5454.99 kN 5454.99 kN 5454.99 kN Pile 2 4.175 0.725 1.725 -3.233 10.454 2.976 -5.578 5639.71 kN 5639.71 kN 5639.71 kN 5639.71 kN Pile 3 0.725 3.725 -1.725 -0.233 0.054 2.976 0.403 6642.48 kN 6642.48 kN 6642.48 kN 6642.48 kN Pile 4 4.175 3.725 1.725 -0.233 0.054 2.976 -0.403 6827.20 kN 6827.20 kN 6827.20 kN 6827.20 kN Pile 5 0.725 8.125 -1.725 4.167 17.361 2.976 -7.188 8384.13 kN 8384.13 kN 8384.13 kN 8384.13 kN Pile 6 4.175 6.725 1.725 2.767 7.654 2.976 4.773 8014.69 kN 8014.69 kN 8014.69 kN 8014.69 kN Group cg 2.450 3.958 46.033 17.854 -2.415 40963.20 kN 40963.20 kN 40963.20 kN 40963.20 kN Note: Greyed cells represent user input Layout of Pile Cap Loads & Piles Loads Piles Origin SWt Pile Cap Anti Clockwise Clockwise As Data Opposite File: PileLoads1 Tab: PLD @ DBS Load Distribution Beneath a Rigid Pile Cap
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Group pile analysis
Transcript of Pile Load Distribution (DBS)
Date Printed:23/7/2014 Page 1
Company: HSL GROUND ENGINEERING PTE LTD PileLoads Ver:991112 1999 Techno Consultants
No. 42D Penjuru Rd, 609162 Singapore User Registration No: Unregistered Copy
Address: Tel: +65 6898 5225 Fax: +65 6705 7362 Made by Date Page No
Project: Desa Business Suite UK July 23, 2014 46
Client: ACE Consultant Checked Revision Job No
Element: Pile Load Distribution JY A 7865
Node Direction of Pile Cap Pile Cap Properties
Density: 24 kN/m3 Thickness: 2.5 m Weight kN: 2587.20
Node Node Positions Area m2
Ixx cg m4
Iyy cg m4
Ixy m4
Xcg orig m Ycg orig m
Ref Xorigin Yorigin 43.120 278.268 86.276 0.000 2.450 4.400
Node 1 0 0
Node 2 4.9 0
Node 3 4.9 8.8
Node 4 0 8.8
End Node 0 0
Details of Applied Moments & Vertical Loads Overturning Moments: 0.0 LL+1.0 DL+1.0 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 38376 0 2.45 4.4 16949.40 0.00 16949.40 0.00 16949.40 0.00 16949.40 0.00
Load 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CapSWt 3 2587.200 2.450 4.400 1142.68 0.00 1142.68 0.00 1142.68 0.00 1142.68 0.00
Totals 0.000 40963.200 0.000 0.000 Resultant Moments Myy & Mxx kN-m
Direction of Wind Loading 18092.08 0.00 18092.08 0.00 18092.08 0.00 18092.08 0.00
Pile Positions & Properties Resultant Vertical Loads kN
Pile Pile Positions, m Pile Positions, m Inertia 40963.20 kN 40963.20 kN 40963.20 kN 40963.20 kN
Ref Xorigin Yorigin Xcentroid Ycentroid Ix cg=∑y2 Iy cg=∑x2 Ixy cg=∑xy Induced Pile Loads
Pile 1 0.725 0.725 -1.725 -3.233 10.454 2.976 5.578 5454.99 kN 5454.99 kN 5454.99 kN 5454.99 kN
Pile 2 4.175 0.725 1.725 -3.233 10.454 2.976 -5.578 5639.71 kN 5639.71 kN 5639.71 kN 5639.71 kN
Pile 3 0.725 3.725 -1.725 -0.233 0.054 2.976 0.403 6642.48 kN 6642.48 kN 6642.48 kN 6642.48 kN
Pile 4 4.175 3.725 1.725 -0.233 0.054 2.976 -0.403 6827.20 kN 6827.20 kN 6827.20 kN 6827.20 kN
Pile 5 0.725 8.125 -1.725 4.167 17.361 2.976 -7.188 8384.13 kN 8384.13 kN 8384.13 kN 8384.13 kN
Pile 6 4.175 6.725 1.725 2.767 7.654 2.976 4.773 8014.69 kN 8014.69 kN 8014.69 kN 8014.69 kN
Group cg 2.450 3.958 46.033 17.854 -2.415 40963.20 kN 40963.20 kN 40963.20 kN 40963.20 kN
Note: Greyed cells represent user input
Layout
of
Pile Cap
Loads & Piles
Loads
Piles
Origin
SWt
Pile Cap
Anti ClockwiseClockwise
As Data Opposite
File: PileLoads1 Tab: PLD @ DBS Load Distribution Beneath a Rigid Pile Cap
