pile eccentricity calculation
Post on 16-Jan-2016
569 Views
Preview:
DESCRIPTION
TRANSCRIPT
PROPOSED ERECTION OF A 7-STOREY ACADEMEICBUILDING TO THE EXISTING NANYANG TECHNOLOGICAL
UNIVERSITY IN MK 08 ON LOTS 0173W, 00174V, 00175P,00176T, 00177A, 00178K, 00179N, 00180A, 00181K, 00182N,
00183X, 00184L, 00185C, 00186M AND MK09 LOTS 00029L,00384T, 00385A, 00392L, 01285K, 01286N, 01287X, 01288L,
01289C NANYANG DRIVE (WESTERN WATER CATCHMENTPLANNING AREA)
PILE ECCENTRICITY CALCULATION
Consultants: JPL Consultants Pte Ltd
Document No: JPL/2015/EM/09/04.15
Date: 09 Apr 2015
JPL CONSULTANTS PTE LTD Architectural,Civil & Structural Engineers, Project Management
352B, King George’s Avenue, King George’s Building, Singapore 208580
PILE ECCENTRICITY CALCULATION 1
STANDARD CERTIFICATION BY THE QUALIFIED
PERSON FOR STRUCTURAL WORKS
1. In accordance with Regulation 9 of The Building Control Regulations, I, FONGCHEE KEONG, the Qualified Person for structural works appointed under
section 8(1)(a) or 11(1)(d)(i) of the Building Control Act, hereby submit the
detailed structural plans and design calculations prepared by me and certify that
they have been prepared in accordance with the provisions of the Building Control
Regulations, the Building Control Act and any other written law pertaining tobuildings and construction for the time being in force.
2. I further certify that these detailed structural plans and design calculations are in
reference to Project Ref. No -
3. Total number of structural plans submitted :
Total number of pages of designs calculations :
in this book
Qualified Person for Structural Work Date
Signature and Stamp
10
09/04/2015
00
(PILE ECCENRICITY CALCULATION)
PILE ECCENTRICITY CALCULATION 2
Professional Engineer’s Design Report
TABLE OF CONTENTS
02
03
04
PE CERTIFICATION
1.0 TABLE OF CONTENTS
2.0 DESIGN INFORMATION & CRITERIA
2.1 Code of Practice
2.2 Design Loading
2.3 Material Grade
2.4 Material Density
2.5 Durability
4.0 DESIGN CALCULATION 06
PE CERTIFICATION
PILE ECCENTRICITY CALCULATION 3
Professional Engineer’s Design Report
3.0 DESIGN INFORMATION & CRITERIA The following design Information and criteria are adopted.
3.1 Code of Practice
All design work shall comply with the appropriate current standards (PSB, BSI) and
BCA latest editions of the “Approved Documents”. Any other relevant codes of
practices shall be referenced as and when necessary.
Standards and Code of Practice Description BS 6399: Part 1 (1996) Design Loading for Buildings (Dead and Imposed
loads) BS 6399: Part 2 (1997) Loading For Buildings (Wind Loads) BS 6399: Part 3 (1988) Loading For Buildings (Imposed Roof Loads) SS CP 65: Parts 1& 2 (1999) Structural Use of Concrete SS CP 4: 2003 Foundations (Unless otherwise varied or modified by
subsequent sections of Geotechnical Design Memorandum)
BS 5950: Parts 1 to 4 (2000) The Structural Use of Steelwork in Buildings BC 1 : 2008 Design Guide on Use of Alternative Steel Materials to
BS5950
3.2 Design Loading
Loads shall be determined from the Building Control Regulations 1996 BS 6399
Part 1: 1996, Part 2: 1997, and Part 3: 1988 except where stated otherwise in this
memorandum. The following loads are considered in the design of all structures.
However, for the ease of reference, the loading intensities are reflected at the plans.
PILE ECCENTRICITY CALCULATION 4
Professional Engineer’s Design Report
3.3 Material Grade
The materials used in the design shall be in accordance with the following table.
Material Grade Strength (N/mm2)
Concrete C35 35
Steel Reinforcement High Yield
Bar (T)
460
Steel Reinforcement Mild Bar (R)
250
Structural Steel S275 275
Bolts & Nuts 8.8 -
3.4 Material Density
3.5 Durability
Concrete Cover to reinforcement (including links) to meet durability requirement shall
be as follow:
General Min. Cover (mm) Concrete exposed to earth but poured against form or lean concrete 35
Concrete deposited directly against earth 50
Material Density, kN/m3
Reinforced Concrete 24.0 kN/m3
Steel 78.5 kN/m3
PILE ECCENTRICITY CALCULATION 5
193
192 183
182
180
179
178
177
162
161
160
143
142
25
24
106104
103
102
101
100
99
71
69
49
48
47
46
4519195
00 190189
188187
186
174
173
171
1704750
4750
16
4750
4750
164
4750163
4750
158
157156
155
154
4750
1534750
152
1504750
4750
1484750
4750
1464750
140139
138137
135134
133
132
131
130
129
98
5958
57
56
23
9500
1918
97
96
9593
92
91
4750
904750
89
884750
87
475086
4750
85
475084
4750
67
65
64
4750
61
60
4750
5453
4750
52
4750
51
4750
50
44 43
4241
403938
37
36
35
34
XY X
Z
Y
Z
5. W2 PILE CAP- with y direction tie - untie and tie options 4/9/2015 10:21 AM
SAFE 12.1.1 Point Loads (LIVE) [kN, kN-m] lb, in, F
HAVING PROVIDED TIES ADEQUATELY
WITHOUT TIES
PILE ECCENTRICITY CALCULATION 7
TABLE: Nodal Reactions
Node Point OutputCase CaseType Fx Fy Fz Mx My Mz
Text Text Text Text kN kN kN kN‐m kN‐m kN‐m
24 24 LIVE LinStatic 90.16 ‐7.781 4803.358 ‐27.0651 112.0851 ‐11.1975
25 25 LIVE LinStatic ‐95.556 ‐31.361 4320.421 24.0214 ‐99.8032 ‐10.8109
45 45 LIVE LinStatic 3.805 18.974 4931.025 ‐30.8022 16.9519 3.4977
46 46 LIVE LinStatic ‐5.332 13.728 5001.904 ‐25.5031 2.6305 0.2246
47 47 LIVE LinStatic ‐23.298 ‐16.781 4804.947 8.6335 ‐28.4427 0.3475
48 48 LIVE LinStatic 4.281 ‐31.326 4660.551 ‐3.6236 2.3815 7.7926
49 49 LIVE LinStatic ‐14.477 ‐7.181 4715.243 ‐69.9495 ‐18.562 4.2882
68 68 LIVE LinStatic 8.96 ‐0.04 4755.101 0.0365 16.8214 ‐0.1729
69 69 LIVE LinStatic 9.297 ‐0.148 4747.95 0.1724 17.2201 0.3128
70 70 LIVE LinStatic 9.253 0.098 4747.557 ‐0.0762 17.1289 0.2875
71 71 LIVE LinStatic 8.959 0.1 4755.355 ‐0.1516 16.7807 ‐0.2359
99 99 LIVE LinStatic 0.921 10.428 4740.384 ‐19.7441 1.622 ‐0.8866
100 100 LIVE LinStatic 1.176 9.762 4746.41 ‐18.2326 2.051 ‐1.7315
101 101 LIVE LinStatic ‐0.452 9.344 4759.868 ‐17.631 ‐0.8006 0.2324
102 102 LIVE LinStatic ‐0.23 10.401 4759.943 ‐19.7231 ‐0.4344 0.2103
103 103 LIVE LinStatic ‐0.764 6.845 4757.225 ‐12.8992 ‐1.3561 ‐1.023
104 104 LIVE LinStatic 2.012 7.266 4744.179 ‐13.6823 3.7453 ‐0.6535
105 105 LIVE LinStatic 2.07 3.846 4744.024 ‐7.3232 3.831 ‐0.643
106 106 LIVE LinStatic ‐0.785 3.828 4754.556 ‐7.3016 ‐1.4115 ‐0.5034
141 141 LIVE LinStatic 18.759 30.38 4994.632 ‐54.7611 44.5469 0.6494
142 142 LIVE LinStatic 4.818 27.05 5044.281 ‐51.4678 19.8929 0.3918
143 143 LIVE LinStatic ‐18.988 ‐25.331 4383.361 7.8968 ‐23.7679 0.5766
144 144 LIVE LinStatic 9.642 ‐29.309 4593.033 ‐21.1297 8.4078 2.9633
145 145 LIVE LinStatic ‐14.232 ‐2.79 4734.693 ‐91.573 ‐18.3323 4.3234
159 159 LIVE LinStatic ‐3.319E‐13 ‐3.671E‐13 4750 8.208E‐13 ‐3.608E‐13 1.159E‐15
160 160 LIVE LinStatic 2.136E‐13 ‐4.715E‐13 4750 9.337E‐13 2.601E‐13 2.119E‐15
161 161 LIVE LinStatic 4.142E‐13 3.116E‐13 4750 4.137E‐14 4.948E‐13 1.794E‐15
162 162 LIVE LinStatic ‐2.506E‐13 4.918E‐13 4750 ‐1.579E‐13 ‐2.631E‐13 1.521E‐15
177 177 LIVE LinStatic 8.369E‐11 ‐1.281E‐10 4750 3.592E‐10 1.094E‐10 ‐2.614E‐11
178 178 LIVE LinStatic 3.076E‐10 ‐7.361E‐11 4750 3.695E‐10 3.65E‐10 ‐2.685E‐11
179 179 LIVE LinStatic 8.51E‐12 ‐7.441E‐11 4750 3.703E‐10 ‐3.299E‐11 ‐3.014E‐11
180 180 LIVE LinStatic ‐6.799E‐11 ‐1.25E‐10 4750 3.557E‐10 ‐1.21E‐10 ‐2.794E‐11
181 181 LIVE LinStatic 5.806E‐11 1.815E‐10 4750 1.634E‐10 2.75E‐11 ‐2.267E‐11
182 182 LIVE LinStatic 8.855E‐10 4.087E‐10 4750 ‐1.076E‐10 1.046E‐09 ‐1.473E‐11
183 183 LIVE LinStatic ‐8.348E‐10 ‐8.136E‐11 4750 5.41E‐10 ‐9.147E‐10 ‐2.035E‐11
184 184 LIVE LinStatic ‐4.406E‐10 ‐1.076E‐10 4750 5.7E‐10 ‐5.388E‐10 ‐2.448E‐11
192 192 LIVE LinStatic 93.471 ‐0.121 4809.131 ‐341.9667 109.3644 ‐0.019
193 193 LIVE LinStatic ‐93.471 0.121 4690.869 ‐342.1515 ‐103.8901 ‐0.0639
PILE ECCENTRICITY CALCULATION 8
129 98
59
58
57
56
2524 23
22
2120
19
18 7
106
105104
103102 101
10099
9796
95 94
9392
91 90
898887
86
85
84
71 70
6968
6766
6564
63
62
61
60
54
53
525150 494847
46
45
44
4342
41
4039
38
37
363534
5. W2 PILE CAP- with y direction tie - untie and tie options 4/9/2015 10:36 AM
SAFE 12.1.1 Plan View lb, in, F
PILE ECCENTRICITY CALCULATION 10
XY X
Z
Y
Z
0.20
0.00
-0.20
-0.40
-0.60
-0.80
-1.00
-1.20
-1.40
-1.60
-1.80
-2.00
-2.20
-2.40
5. W2 PILE CAP- with y direction tie - untie and tie options
PILE ECCENTRICITY CALCULATION 12
-18.5638
14.0512
-305.451
399.9639
-24.
1074
X
Y
5. W2 PILE CAP- with y direction tie - untie and tie options 4/9/2015 10:56 AM
SAFE 12.1.1 Beam Major Moment Diagram - (ULT) [kN-m] lb, in, F
PILE ECCENTRICITY CALCULATION 13
top related