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DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS TO TUEN MUN ROAD TOWN CENTRE SECTION DESIGN CALCULATION – TRAFFIC SIGN FRAME AND SUPPORT Document No. E1008/TS/001 Issue 3 November 2012
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DESIGN AND BUILD
OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
DESIGN CALCULATION TRAFFIC SIGN FRAME AND SUPPORT
Document No. E1008/TS/001 Issue 3 November 2012
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 i Issue 3
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS TO TUEN MUN ROAD TOWN CENTRE SECTION
DESIGN CALCULATION TRAFFIC SIGN FRAME AND SUPPORT
CONTENT Page
1 INTRODUCTION 1
2 DESCRIPTION OF WORKS 1 3 DESIGN CRITERIA 2
APPENDICES APPENDIX A DESIGN DRAWINGS
APPENDIX B SUMMARY OF TRAFFIC SIGN FRAMES
APPENDIX C MODEL INPUT AND OUTPUT
APPENDIX D SUMMARY OF SUB-FRAME TYPES WITH MODEL OUTPUT
APPENDIX E STRUCTURAL DESIGN FRAME & SUPPORT CHECKING
APPENDIX F STRUCTURAL DESIGN WELD CHECKING
APPENDIX G STRUCTURAL DESIGN BOLT CHECKING
APPENDIX H SUPPLEMENTARY FRAME 9A CHECKING
APPENDIX I SUPPLEMENTARY FRAME 1A ANCHOR BOLT CHECKING
APPENDIX J REFERENCE TRAFFIC SIGN DETAILS
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Page 1 Issue 3
1.0 INTRODUCTION 1.1 Purpose This submission is for the design calculation to the mounting details of traffic sign
frame on Noise Barrier. 2.0 DESCRIPTION OF WORKS
This design calculation is prepared including, A) Traffic Sign Sub-Frame Design Checking. (100x5 thk SHS & 100x10 thk SHS)
B) Traffic Sign Support Checking (100x5 thk SHS, 100x10thk SHS & 150x10thk
SHS) C) Connection Details Checking (Weld & Bolt Checking)
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Page 2 Issue 3
3.0 DESIGN CRITERIA 3.1 List of Design Codes
The noise barriers will be designed in accordance with the following standards as appropriate.
Structures Design Manual for Highways and Railways (SDM) (HyD)
BD 37/01: Loads for Highway Bridges
BS 6399-2: Loading for buildings Part 2: Code of practice for wind loads
BS 5400: Part 3: Code of practice for the design of steel bridges 3.2 Material Design In general the following material properties will be assumed:
Property Value
Hot rolled steel section Grade S275
Steel Plate Grade S275
Stainless Steel Blots Grade A4-80
* All hot dip galvanized steel components shall comply with BS EN ISO 1461
3.3 Loadings
Dead Load Density of Aluminium 27kN/m3 Density of Structural Steel 78.5kN/m3
Wind Load Dynamic Pressure Head 2.8 kN/m2
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX A
DESIGN DRAWINGS
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX B
SUMMARY OF TRAFFIC SIGN FRAMES
Index Traffic SignLocation
(NB)Location Qtty Drawing No Ref
Combine /
Separate
(C / S)
Support (Post /
Mount on NB
interface / Mount
on NB
longitudinal)
Distance
from NB
(Short /
Long)
Type
For
Circular
type,
Diameter
(m)
For
Rectangul
ar type,
Width (m)
For
Rectangul
ar type,
Depth (m)
ForTriang
ular type,
Height
(m)
Drawing
(Y / N)
Area
(m2)
Type of
sub-
frame
Remark
1 FADS 8 NE 27 8 1 CH260/RD/SK8011(A) S Sub Frame - Y - - Special Design
2 TS3636(11) NE 26 2 1 CH260/RD/SK8011(A) S NB interface S Rectangular 1.275 1.125 Y 1.43 8
3 TS175(6) NE 25 23 1 CH260/RD/SK8012(A) S NB interface S Circular 0.6 Y 0.28 1
4 TS175(6) NE 24 24 1 CH260/RD/SK8012(A) S NB interface S Circular 0.6 Y 0.28 1
5 DS 18 NE 25 23 1 CH260/RD/SK8012(A) S Sub Frame - Y - - Special Design
6 TS354(6) NE 20 24 1 CH260/RD/SK8013(A) S NB interface S Rectangular 0.675 0.675 Y 0.46 4
7 TS354(6) NE 20 24 1 CH260/RD/SK8013(A) S NB interface (RC) S Rectangular 0.675 0.675 Y 0.46 4
8 TS353(6) NE 20 22 2 CH260/RD/SK8013(A) S Post - Rectangular 0.675 0.675 Y 0.46 - Refer to HyD's std
9 TS2138(7) NE 20 19 1 CH260/RD/SK8014(A) S NB interface (RC) S Rectangular 0.6 0.75 Y 0.45 4
10 TS3601(6) NE 20 16 1 CH260/RD/SK8014(A) S NB interface L Rectangular 1.2 0.6 N 0.72 9
11 TS411(6) NE 18 18 1 CH260/RD/SK8015(A) C Post - Triangular 0.6 Y 0.21 - Special Design
12 TS737(6) NE 18 18 1 CH260/RD/SK8015(A) C Post - Rectangular 1.075 0.66 Y 0.71 - Special Design
13 TS611(9) NE 18 16 1 CH260/RD/SK8015(A) S NB interface S Rectangular 0.75 0.9 Y 0.68 3
14 TS611(9) NE 18 16 1 CH260/RD/SK8015(A) S NB interface (RC) S Rectangular 0.75 0.9 Y 0.68 3
15 TS173(7) NE 18 15 1 CH260/RD/SK8016(A) C NB interface S Circular 0.75 Y 0.44 1
16 TS733(2) NE 18 15 1 CH260/RD/SK8016(A) C NB interface S Rectangular 0.4 0.225 Y 0.09 1A
17 TS173(7) NE 18 15 1 CH260/RD/SK8016(A) C Post - Circular 0.75 Y 0.44 - Special Design
18 TS734(2) NE 18 15 1 CH260/RD/SK8016(A) C Post - Rectangular 0.4 0.225 Y 0.09 - Special Design
19 TS2138(7) NE 18 8 1 CH260/RD/SK8016(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
20 TS581(9) NE 18 4 1 CH260/RD/SK8017(A) S NB interface S Rectangular 1.225 0.9 Y 1.10 9
21 TS581(9) NE 18 4 1 CH260/RD/SK8017(A) S NB interface (RC) S Rectangular 1.225 0.9 Y 1.10 9
22 DS 19 NE 18 5 1 CH260/RD/SK8017(A) S Sub Frame - Y - - Special Design
23 DS 15 NE 18 2 1 CH260/RD/SK8018(A) S Sub Frame - Y - - Special Design
24 TS737(6) NE 17 9 1 CH260/RD/SK8018(A) S NB interface S Rectangular 1.075 0.66 Y 0.71 9
25 DS 20 NE 16 32 1 CH260/RD/SK8019(A) S Sub Frame - Y - - Special Design
26 DS 21 NE 16 28 1 CH260/RD/SK8019(A) S NE longitudinal - Arrow 2.555 1.576 Y 4.03 12
27 TS174(7) NE 16 28 1 CH260/RD/SK8019(A) S NE longitudinal - Circular 0.75 Y 0.44 1
28 TS174(7) NE 16 28 1 CH260/RD/SK8019(A) S NB interface S Circular 0.75 Y 0.44 1
29 TS404(6) NE 16 27 1 CH260/RD/SK8020(A) S Post - Triangular 0.6 Y 0.21 - Refer to HyD's std
30 TS402(7) NE 16 26 1 CH260/RD/SK8020(A) S NB interface S Triangular 0.75 Y 0.32 6
31 TS611(9) NE 16 19 1 CH260/RD/SK8021(A) S NB interface S Rectangular 0.75 0.9 Y 0.68 3
32 TS611(9) NE 16 19 1 CH260/RD/SK8021(A) S NB interface (RC) S Rectangular 0.75 0.9 Y 0.68 3
33 TS2609(5) NE 16 14 1 CH260/RD/SK8021(A) S NB interface S Rectangular 1.375 0.525 Y 0.72 17
34 TS771(4) NE 16 14 1 CH260/RD/SK8021(A) S NB interface S Rectangular 0.625 0.425 Y 0.27 7
35 TS611(9) NE 16 12 1 CH260/RD/SK8022(A) S NB interface S Rectangular 0.75 0.9 Y 0.68 3
36 TS611(9) NE 16 12 1 CH260/RD/SK8022(A) S Post - Rectangular 0.75 0.9 Y 0.68 - Refer to HyD's std
37 DS 32 NE 16 7 1 CH260/RD/SK8022(A) S NB interface S Rectangular 1.95 2.15 Y 4.19 11
38 TS737(6) NE 16 7 1 CH260/RD/SK8022(A) S NB interface S Rectangular 1.075 0.66 Y 0.71 9
39 DS 22 NE 16 2 1 CH260/RD/SK8023(A) S Sub Frame - Y - - Special Design
40 DS 14 NE 14 6 1 CH260/RD/SK8023(A) S Sub Frame - Y - - Special Design
41 TS402(6) NE 14 4 1 CH260/RD/SK8024(A) S NB interface S Triangular 0.6 Y 0.21 6
42 TS175(9) NE 14 4 1 CH260/RD/SK8024(A) S NB interface S Circular 0.9 Y 0.64 2
43 TS2137(7) NE 14 1 1 CH260/RD/SK8024(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
44 DS 23 NE 12 4 1 CH260/RD/SK8025(A) S NE longitudinal - Arrow 1.85 0.7 Y 1.30 10
45 TS174(7) NE 12 4 1 CH260/RD/SK8025(A) S NE longitudinal - Circular 0.75 Y 0.44 1
46 TS2648(10) NE 12 3 1 CH260/RD/SK8025(A) S NB interface L Rectangular 0.55 1.025 Y 0.56 18
Index Traffic SignLocation
(NB)Location Qtty Drawing No Ref
Combine /
Separate
(C / S)
Support (Post /
Mount on NB
interface / Mount
on NB
longitudinal)
Distance
from NB
(Short /
Long)
Type
For
Circular
type,
Diameter
(m)
For
Rectangul
ar type,
Width (m)
For
Rectangul
ar type,
Depth (m)
ForTriang
ular type,
Height
(m)
Drawing
(Y / N)
Area
(m2)
Type of
sub-
frame
Remark
47 TS119( 6) NE 12 1 1 CH260/RD/SK8026(A) C NB interface S Circular 0.6 Y 0.28 1
48 TS130( 6) NE 12 1 1 CH260/RD/SK8026(A) C NB interface S Circular 0.6 Y 0.28 1
49 TS733(2) NE 12 1 1 CH260/RD/SK8026(A) C NB interface S Rectangular 0.4 0.225 Y 0.09 1A
50 TS119( 6) NE 12 1 1 CH260/RD/SK8026(A) C NB interface S Circular 0.6 Y 0.28 1
51 TS130( 6) NE 12 1 1 CH260/RD/SK8026(A) C NB interface S Circular 0.6 Y 0.28 1
52 TS733(2) NE 12 1 1 CH260/RD/SK8026(A) C NB interface S Rectangular 0.4 0.225 Y 0.09 1A
53 TS175(6) NE 11 22 1 CH260/RD/SK8027(A) S NB interface S Circular 0.6 Y 0.28 1
54 TS175(6) NE 11 22 1 CH260/RD/SK8027(A) S NB interface (RC) S Circular 0.6 Y 0.28 1
55 RELOCATE - 2606(13) NE 11 21 1 CH260/RD/SK8027(A) S NB interface S Rectangular 2.4 1.3 Y 3.12 19
56 RELOCATE - 2606(13) NE 11 21 1 CH260/RD/SK8027(A) S NB interface S Rectangular 2.4 1.3 Y 3.12 19
57 TS2647(7) NE 11 18 1 CH260/RD/SK8028(A) S NB interface S Rectangular 1.2 0.75 Y 0.90 9
58 TS2138(7) NE 11 18 1 CH260/RD/SK8028(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
59 TS2609(7) NE 11 13 1 CH260/RD/SK8028(A) C NB interface S Rectangular 1.85 0.7 Y 1.30 15
60 TS773(4) NE 11 13 1 CH260/RD/SK8028(A) C NB interface S Rectangular 0.625 0.425 Y 0.27 7
61 DS 32 NE 11 5 1 CH260/RD/SK8029(A) S NB interface L Rectangular 1.95 2.15 Y 4.19 11
62 TS581(9) NE 11 2 2 CH260/RD/SK8029(A) S NB interface S Rectangular 1.225 0.9 Y 1.10 9
63 TS581(9) NE 11 2 2 CH260/RD/SK8029(A) S NB interface (RC) S Rectangular 1.225 0.9 Y 1.10 9
64 TS611(9) NE 10 5 1 CH260/RD/SK8030(A) S NB interface S Rectangular 0.75 0.9 Y 0.68 3
65 TS611(9) NE 10 5 1 CH260/RD/SK8030(A) S NB interface (RC) S Rectangular 0.75 0.9 Y 0.68 3
66 TS2138(7) NE 8 5 1 CH260/RD/SK8030(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
67 TS2647(7) NE 7 3 1 CH260/RD/SK8031(A) S NB interface S Rectangular 1.2 0.75 Y 0.90 9
68 TS175(6) NE 7 1 1 CH260/RD/SK8031(A) S NB interface S Circular 0.6 Y 0.28 1
69 TS175(6) NE 7 1 1 CH260/RD/SK8031(A) S NB interface (RC) S Circular 0.6 Y 0.28 1
70 TS2137(7) NE 6 19 1 CH260/RD/SK8032(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
71 TS2648(10) NE 6 19 1 CH260/RD/SK8032(A) S Post - Rectangular 0.55 1.025 Y 0.56 - Refer to HyD's std
72 DS 13 NE 6 18 1 CH260/RD/SK8032(A) C Post - Arrow 1.85 0.7 Y 1.30 - Refer to HyD's std
73 TS174(7) NE 6 18 1 CH260/RD/SK8032(A) C Post - Circular 0.75 Y 0.44 - Refer to HyD's std
74 TS174(7) NE 6 18 1 CH260/RD/SK8032(A) S NB interface - Circular 0.75 Y 0.44 1
75 TS175(9) NE 6 7 1 CH260/RD/SK8033(A) S NB interface S Circular 0.9 Y 0.64 2
76 TS175(9) NE 6 7 1 CH260/RD/SK8033(A) S Post - Circular 0.9 Y 0.64 - Refer to HyD's std
77 TS737(6) NE 5 21 1 CH260/RD/SK8033(A) S NB interface S Rectangular 1.075 0.66 Y 0.71 9
78 TS2138(7) NE 5 18 1 CH260/RD/SK8034(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
79 DS 12 NE 5 8 1 CH260/RD/SK8034(A) S Sub Frame - - Y - - Special Design
80 TS2138(7) NE 5 6 1 CH260/RD/SK8035(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
81 TS2138(7) NE 4 13 1 CH260/RD/SK8035(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
82 TS2647(7) NE 4 8 1 CH260/RD/SK8036(A) S NB interface S Rectangular 1.2 0.75 Y 0.90 9
83 TS581(9) NE 2 20 1 CH260/RD/SK8036(A) S NB interface (RC) S Rectangular 1.225 0.9 Y 1.10 9
84 TS175(6) NE 2 20 1 CH260/RD/SK8036(A) S NB interface (RC) S Circular 0.6 Y 0.28 1
85 TS581(9) NE 2 20 1 CH260/RD/SK8036(A) C NB interface S Rectangular 1.225 0.9 Y 1.10 9
86 TS175(6) NE 2 20 1 CH260/RD/SK8036(A) C NB interface S Circular 0.6 Y 0.28 1
87 TS174(7) NE 2 19 2 CH260/RD/SK8037(A) S Post - Circular 0.75 Y 0.44 - Refer to HyD's std
88 DS 11 NE 2 18 1 CH260/RD/SK8037(A) S Post - Arrow 1.5 0.7 Y 1.05 - Refer to HyD's std
89 TS737(6) NE 1 17 1 CH260/RD/SK8038(A) S NB interface S Rectangular 1.075 0.66 Y 0.71 9
90 TS3630(9) NE 27 21 1 CH260/RD/SK8038(A) S NB interface S Rectangular 0.75 0.9 Y 0.68 3
91 TS2138(7) NE 3 4 1 CH260/RD/SK8039(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
92 TS611(12) NE 15 15 2 CH260/RD/SK8040(A) S NB interface L Rectangular 1 1.2 Y 1.20 5
Index Traffic SignLocation
(NB)Location Qtty Drawing No Ref
Combine /
Separate
(C / S)
Support (Post /
Mount on NB
interface / Mount
on NB
longitudinal)
Distance
from NB
(Short /
Long)
Type
For
Circular
type,
Diameter
(m)
For
Rectangul
ar type,
Width (m)
For
Rectangul
ar type,
Depth (m)
ForTriang
ular type,
Height
(m)
Drawing
(Y / N)
Area
(m2)
Type of
sub-
frame
Remark
93 TS611(12) NE 15 3 2 CH260/RD/SK8040(A) S NB interface L Rectangular 1 1.2 Y 1.20 5
94 TS175(9) NE 22 1 2 CH260/RD/SK8041(A) S NB interface L Circular 0.9 Y 0.64 2
95 TS589 (9) NE 22 - 7 CH260/RD/SK8042-45(A) S Post - Rectangular 0.75 0.95 Y 0.71 - Refer to HyD's std
96 TS174(7) NE 22 32 1 CH260/RD/SK8046(A) S NB interface S Circular 0.75 Y 0.44 1
97 TS174(7) NE 22 32 1 CH260/RD/SK8046(A) S NB interface S Circular 0.75 Y 0.44 1
98 TS2138(7) NE 22 32 1 CH260/RD/SK8046(A) S NB interface S Rectangular 0.6 0.75 Y 0.45 4
99 TS2646(8) NE 22 4 1 CH260/RD/SK8046(A) S Post - Rectangular 0.625 0.875 Y 0.55 - Refer to HyD's std
100 TS353(6) NE 19 - 1 CH260/RD/SK8047(A) S NB interface - Rectangular 0.675 0.675 Y 0.46 4
101 TS174(7) NE 19 - 1 CH260/RD/SK8047(A) S NB interface S Circular 0.75 Y 0.44 1
102 TS353(6) NE 19 - 1 CH260/RD/SK8047(A) S Post - Rectangular 0.675 0.675 Y 0.46 - Refer to HyD's std
103 TS174(7) NE 19 - 1 CH260/RD/SK8047(A) S Post S Circular 0.75 Y 0.44 - Refer to HyD's std
104 DS 16 NE 19 - 1 CH260/RD/SK8048(A) C Post - Y 0.00 Special Design
105 DS 17 NE 19 - 1 CH260/RD/SK8048(A) C Post - Y 0.00 Special Design
106 TS175(7) NE 19 - 1 CH260/RD/SK8048(A) S NB interface S Circular 0.75 Y 0.44 1
107 TS175(7) NE 19 - 1 CH260/RD/SK8048(A) S Post S Circular 0.75 Y 0.44 - Refer to HyD's std
TOTAL 120
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX C
MODEL INPUT AND OUTPUT
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX C
MODEL INPUT AND OUTPUT
MODEL 01
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:29 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 01, 0.6DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:5.5, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:2 50x5.0 SHS
Materials:1 STEEL
4(2)
5(2)
6(2)
7(2)
9(2)
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:30 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 01, 0.6DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:5.5, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:2 50x5.0 SHS
Materials:1 STEEL
4(2)
5(2)
6(2)
7(2)
9(2)
Load cases:1 (SW) Self Wieght
-0.03kN/m-0.03kN/m
-0.03kN/m-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:31 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 01, 0.6DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:5.5, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:2 50x5.0 SHS
Materials:1 STEEL
4(2)
5(2)
6(2)
7(2)
9(2)
Load cases:2 Wind Force
2.37kN/m2.37kN/m
2.37kN/m2.37kN/m
2.37kN/m
2.37kN/m
2.37kN/m
2.37kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTDJob: J:\E1008 - TUEN MUN TOWN CENTRE\SECT...\ISSUE 4 120529\MODEL 01, 0.6DIA CIDesigner: Date: 11 Jun 2012, 4:30 U Page: 1ANALYSIS STATUS REPORT----------------------
Job name ...... MODEL 01, 0.6DIA CIRLocation ...... J:\E1008 - TUEN MUN TOWN CENTRE\SECTION OF INDIVIDUAL TRAFF...
Length units ......................... mSection property units ............... mmMaterial strength units .............. MPaMass density units ................... T/m^3Temperature units .................... CelsiusForce units .......................... kNMoment units ......................... kNmMass units ........................... TAcceleration units ................... g'sTranslation units .................... mmStress units ......................... MPa
Nodes ................................ 175 (32765)Members .............................. 5 (32765)Plates ............................... 0 (32765)Restrained nodes ..................... 1 (32765)Nodes with spring restraints ......... 0 (32765)Section properties ................... 2 ( 999)Material properties .................. 1 ( 999)Constrained nodes .................... 0 (32765)Member offsets ....................... 0 (32765)
Node loads ........................... 0 (32765)Prescribed node displacements ........ 0 (32765)Member concentrated loads ............ 0 (32765)Member distributed forces ............ 8 (32765)Member distributed torsions .......... 0 (32765)Thermal loads ........................ 0 (32765)Member prestress loads ............... 0 (32765)Plate pressure loads ................. 0 (32765)Self weight load cases ............... 1 ( 2500)Combination load cases ............... 2 ( 2500)Load cases with titles ............... 4 ( 2500)Lumped masses ........................ 0 (32765)Spectral load cases .................. 0 ( 2500)
Static analysis ...................... YDynamic analysis ..................... NResponse analysis .................... NBuckling analysis .................... NIll-conditioned ...................... NNon-linear convergence ............... YFrontwidth ........................... 18Total degrees of freedom ............. 30Static load cases .................... 2 ( 2500)Mass load cases ...................... 1 ( 2500)
NODE COORDINATES (m)----------------
X Y Z Node Coord Coord Coord
1 0.000 0.000 0.000 4 0.200 0.000 0.100 5 0.200 0.000 0.200 6 0.200 0.000 0.300 9 0.200 0.000 0.600 10 0.200 0.000 0.700 11 0.200 0.000 0.800 12 0.000 0.600 -0.600 13 0.000 0.500 -0.600 14 0.000 0.400 -0.600 15 0.000 0.300 -0.600 16 0.000 0.200 -0.600 17 0.000 0.100 -0.600 18 0.000 0.000 -0.600 19 0.000 -0.100 -0.600 20 0.000 -0.200 -0.600 21 0.000 -0.300 -0.600 22 0.000 -0.400 -0.600 23 0.000 -0.500 -0.600 24 0.000 -0.600 -0.600 25 0.000 0.600 -0.500 26 0.000 0.500 -0.500 27 0.000 0.400 -0.500 28 0.000 0.300 -0.500 29 0.000 0.200 -0.500 30 0.000 0.100 -0.500 31 0.000 0.000 -0.500 32 0.000 -0.100 -0.500 33 0.000 -0.200 -0.500 34 0.000 -0.300 -0.500 35 0.000 -0.400 -0.500 36 0.000 -0.500 -0.500 37 0.000 -0.600 -0.500 38 0.000 0.600 -0.400 39 0.000 0.500 -0.400 40 0.000 0.400 -0.400 41 0.000 0.300 -0.400 42 0.000 0.200 -0.400 43 0.000 0.100 -0.400 44 0.000 0.000 -0.400 45 0.000 -0.100 -0.400 46 0.000 -0.200 -0.400 47 0.000 -0.300 -0.400 48 0.000 -0.400 -0.400 49 0.000 -0.500 -0.400 50 0.000 -0.600 -0.400 51 0.000 0.600 -0.300 52 0.000 0.500 -0.300 53 0.000 0.400 -0.300 54 0.000 0.300 -0.300 55 0.000 0.200 -0.300 56 0.000 0.100 -0.300 57 0.000 0.000 -0.300 58 0.000 -0.100 -0.300 59 0.000 -0.200 -0.300 60 0.000 -0.300 -0.300 61 0.000 -0.400 -0.300 62 0.000 -0.500 -0.300 63 0.000 -0.600 -0.300 64 0.000 0.600 -0.200 65 0.000 0.500 -0.200 66 0.000 0.400 -0.200 67 0.000 0.300 -0.200 68 0.000 0.200 -0.200 69 0.000 0.100 -0.200 70 0.000 0.000 -0.200 71 0.000 -0.100 -0.200 72 0.000 -0.200 -0.200
X Y Z Node Coord Coord Coord
73 0.000 -0.300 -0.200 74 0.000 -0.400 -0.200 75 0.000 -0.500 -0.200 76 0.000 -0.600 -0.200 77 0.000 0.600 -0.100 78 0.000 0.500 -0.100 79 0.000 0.400 -0.100 80 0.000 0.300 -0.100 81 0.000 0.200 -0.100 82 0.000 0.100 -0.100 83 0.000 0.000 -0.100 84 0.000 -0.100 -0.100 85 0.000 -0.200 -0.100 86 0.000 -0.300 -0.100 87 0.000 -0.400 -0.100 88 0.000 -0.500 -0.100 89 0.000 -0.600 -0.100 90 0.000 0.600 0.000 91 0.000 0.500 0.000 92 0.000 0.400 0.000 93 0.000 0.300 0.000 94 0.000 0.200 0.000 95 0.000 0.100 0.000 96 0.000 -0.100 0.000 97 0.000 -0.200 0.000 98 0.000 -0.300 0.000 99 0.000 -0.400 0.000 100 0.000 -0.500 0.000 101 0.000 -0.600 0.000 102 0.000 0.600 0.100 103 0.000 0.500 0.100 104 0.000 0.400 0.100 105 0.000 0.300 0.100 106 0.000 0.200 0.100 107 0.000 0.100 0.100 108 0.000 0.000 0.100 109 0.000 -0.100 0.100 110 0.000 -0.200 0.100 111 0.000 -0.300 0.100 112 0.000 -0.400 0.100 113 0.000 -0.500 0.100 114 0.000 -0.600 0.100 115 0.000 0.600 0.200 116 0.000 0.500 0.200 117 0.000 0.400 0.200 118 0.000 0.300 0.200 119 0.000 0.200 0.200 120 0.000 0.100 0.200 121 0.000 0.000 0.200 122 0.000 -0.100 0.200 123 0.000 -0.200 0.200 124 0.000 -0.300 0.200 125 0.000 -0.400 0.200 126 0.000 -0.500 0.200 127 0.000 -0.600 0.200 128 0.000 0.600 0.300 129 0.000 0.500 0.300 130 0.000 0.400 0.300 131 0.000 0.300 0.300 132 0.000 0.200 0.300 133 0.000 0.100 0.300 134 0.000 0.000 0.300 135 0.000 -0.100 0.300 136 0.000 -0.200 0.300 137 0.000 -0.300 0.300 138 0.000 -0.400 0.300 139 0.000 -0.500 0.300 140 0.000 -0.600 0.300 141 0.000 0.600 0.400 142 0.000 0.500 0.400 143 0.000 0.400 0.400 144 0.000 0.300 0.400 145 0.000 0.200 0.400 146 0.000 0.100 0.400 147 0.000 0.000 0.400 148 0.000 -0.100 0.400 149 0.000 -0.200 0.400 150 0.000 -0.300 0.400 151 0.000 -0.400 0.400 152 0.000 -0.500 0.400 153 0.000 -0.600 0.400 154 0.000 0.600 0.500 155 0.000 0.500 0.500 156 0.000 0.400 0.500 157 0.000 0.300 0.500 158 0.000 0.200 0.500 159 0.000 0.100 0.500 160 0.000 0.000 0.500 161 0.000 -0.100 0.500 162 0.000 -0.200 0.500 163 0.000 -0.300 0.500 164 0.000 -0.400 0.500 165 0.000 -0.500 0.500 166 0.000 -0.600 0.500 167 0.000 0.600 0.600 168 0.000 0.500 0.600 169 0.000 0.400 0.600 170 0.000 0.300 0.600 171 0.000 0.200 0.600 172 0.000 0.100 0.600 173 0.000 0.000 0.600 174 0.000 -0.100 0.600 175 0.000 -0.200 0.600 176 0.000 -0.300 0.600 177 0.000 -0.400 0.600 178 0.000 -0.500 0.600 179 0.000 -0.600 0.600
MEMBER DATA (deg,kNm/rad,m)----------- (F=Fixed, R=Released) (*=Cable length)
Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sect Mat Fixity Fixity Length
4 0.00 Norm 134 1 2 1 FFFFFF FFFFFF 0.300 5 0.00 Norm 1 57 2 1 FFFFFF FFFFFF 0.300 6 0.00 Norm 93 1 2 1 FFFFFF FFFFFF 0.300 7 0.00 Norm 1 98 2 1 FFFFFF FFFFFF 0.300 9 0.00 Norm 134 147 2 1 FFFFFF FFFFFF 0.100
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTDJob: J:\E1008 - TUEN MUN TOWN CENTRE\SECT...\ISSUE 4 120529\MODEL 01, 0.6DIA CIDesigner: Date: 11 Jun 2012, 4:30 U Page: 2NODE RESTRAINTS (kN/m,kNm/rad)--------------- (F=Fixed, R=Released, S=Spring, *=General)
Rest X Axial Y Axial Z Axial X Rotation Y Rotation Z Rotation Node Code Stiffness Stiffness Stiffness Stiffness Stiffness Stiffness
147 FFFFFF
SECTION PROPERTIES (mm,mm^2,mm^4,deg)------------------
Sect Section Name Mark Angle Type Flipped Source
1 100*5 SHS S1 Not applicable No Aust300 2 50x5.0 SHS S2 Not applicable No British
Area of Torsion Y-Axis Z-Axis Y-Axis Z-Axis Princ Sect Section Constant Mom of In Mom of In Shr Area Shr Area Angle
1 1.8100E+03 4.4200E+06 2.6600E+06 2.6600E+06 INFINITE INFINITE 0.00 2 8.7300E+02 4.7600E+05 2.8900E+05 2.8900E+05 INFINITE INFINITE 0.00
MATERIAL PROPERTIES (MPa,T/m^3,strain/degC)------------------- Young's Poisson's Mass Coeff of Concrete Matl Material Name Modulus Ratio Density Expansion Strength
1 STEEL 2.0000E+05 0.25 7.8500E+00 1.170E-05
MEMBER DISTRIBUTED FORCES (m,kN/m)-------------------------
Load Sub Axes Start Finish X Start/ Y Start/ Z Start/ Case Memb Load Sys Position Position Finish Finish Finish
1 4 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
5 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
6 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
7 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
2 4 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
5 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
6 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
7 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
SELF WEIGHT (g's)-----------
Load X-Axis Y-Axis Z-Axis Case Accel'n Accel'n Accel'n
1 0.000 -1.000 0.000
COMBINATION LOAD CASES----------------------
Load case 101: ULS
1.400 * Load case 1: Self Wieght1.600 * Load case 2: Wind Force
Load case 201: SLS
1.000 * Load case 1: Self Wieght1.000 * Load case 2: Wind Force
LOAD CASE TITLES----------------
Load Case Title
1 Self Wieght Density of Aluminium = 27kN/m3, thickness of plate = 3mm
2 Wind Force 2.8kN/m3, Cd=2.3
101 ULS 1.4DL+1.6LL
201 SLS 1.0DL+1.0LL
NODE REACTIONS (kN,kNm)-------------- (*=Maximum, #=Minimum)
Envelope = Load Cases 101 and All Nodes
Load X-Axis Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Node Case Force Force Force Moment Moment Moment
147 101 -4.550* 0.173 0.000 0.066 1.820 0.000 147 101 -4.550# 0.173 0.000 0.066 1.820 0.000 147 101 -4.550 0.173* 0.000 0.066 1.820 0.000 147 101 -4.550 0.173# 0.000 0.066 1.820 0.000 147 101 -4.550 0.173 0.000* 0.066 1.820 0.000 147 101 -4.550 0.173 0.000# 0.066 1.820 0.000 147 101 -4.550 0.173 0.000 0.066* 1.820 0.000 147 101 -4.550 0.173 0.000 0.066# 1.820 0.000 147 101 -4.550 0.173 0.000 0.066 1.820* 0.000 147 101 -4.550 0.173 0.000 0.066 1.820# 0.000 147 101 -4.550 0.173 0.000 0.066 1.820 0.000* 147 101 -4.550 0.173 0.000 0.066 1.820 0.000#
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX C
MODEL INPUT AND OUTPUT
MODEL 01L
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:35 pm
Job: J:\E1008 - TUEN MUN TOWN CE...\ISSUE 4 120529\MODEL 01L, 0.6DIA CIR - LONG
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:11, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:
1 100*5 SHS 2 50x5.0 SHS
Materials:1 STEEL
1
456
91011
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
4(1)5(1)
6(2)
7(2)
10(1)
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:36 pm
Job: J:\E1008 - TUEN MUN TOWN CE...\ISSUE 4 120529\MODEL 01L, 0.6DIA CIR - LONG
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:11, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:
1 100*5 SHS 2 50x5.0 SHS
Materials:1 STEEL
4(1)5(1)
6(2)
7(2)
10(1)
Load cases:1 (SW) Self Wieght
-0.03kN/m-0.03kN/m
-0.03kN/m-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:36 pm
Job: J:\E1008 - TUEN MUN TOWN CE...\ISSUE 4 120529\MODEL 01L, 0.6DIA CIR - LONG
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:11, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:
1 100*5 SHS 2 50x5.0 SHS
Materials:1 STEEL
4(1)5(1)
6(2)
7(2)
10(1)
Load cases:2 Wind Force
2.37kN/m2.37kN/m
2.37kN/m2.37kN/m
2.37kN/m
2.37kN/m
2.37kN/m
2.37kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTDJob: J:\E1008 - TUEN MUN TOWN CEN...\ISSUE 4 120529\MODEL 01L, 0.6DIA CIR - LONDesigner: Date: 11 Jun 2012, 4:33 U Page: 1ANALYSIS STATUS REPORT----------------------
Job name ...... MODEL 01L, 0.6DIA CIR - LONGLocation ...... J:\E1008 - TUEN MUN TOWN CENTRE\SECTION OF INDIVIDUAL TRAFF...
Length units ......................... mSection property units ............... mmMaterial strength units .............. MPaMass density units ................... T/m^3Temperature units .................... CelsiusForce units .......................... kNMoment units ......................... kNmMass units ........................... TAcceleration units ................... g'sTranslation units .................... mmStress units ......................... MPa
Nodes ................................ 176 (32765)Members .............................. 5 (32765)Plates ............................... 0 (32765)Restrained nodes ..................... 1 (32765)Nodes with spring restraints ......... 0 (32765)Section properties ................... 2 ( 999)Material properties .................. 1 ( 999)Constrained nodes .................... 0 (32765)Member offsets ....................... 0 (32765)
Node loads ........................... 0 (32765)Prescribed node displacements ........ 0 (32765)Member concentrated loads ............ 0 (32765)Member distributed forces ............ 8 (32765)Member distributed torsions .......... 0 (32765)Thermal loads ........................ 0 (32765)Member prestress loads ............... 0 (32765)Plate pressure loads ................. 0 (32765)Self weight load cases ............... 1 ( 2500)Combination load cases ............... 2 ( 2500)Load cases with titles ............... 4 ( 2500)Lumped masses ........................ 0 (32765)Spectral load cases .................. 0 ( 2500)
Static analysis ...................... YDynamic analysis ..................... NResponse analysis .................... NBuckling analysis .................... NIll-conditioned ...................... NNon-linear convergence ............... YFrontwidth ........................... 18Total degrees of freedom ............. 30Static load cases .................... 2 ( 2500)Mass load cases ...................... 1 ( 2500)
NODE COORDINATES (m)----------------
X Y Z Node Coord Coord Coord
180 0.000 0.000 2.000
MEMBER DATA (deg,kNm/rad,m)----------- (F=Fixed, R=Released) (*=Cable length)
Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sect Mat Fixity Fixity Length
6 0.00 Norm 93 1 2 1 FFFFFF FFFFFF 0.300 7 0.00 Norm 1 98 2 1 FFFFFF FFFFFF 0.300
NODE RESTRAINTS (kN/m,kNm/rad)--------------- (F=Fixed, R=Released, S=Spring, *=General)
Rest X Axial Y Axial Z Axial X Rotation Y Rotation Z Rotation Node Code Stiffness Stiffness Stiffness Stiffness Stiffness Stiffness
180 FFFFFF
SECTION PROPERTIES (mm,mm^2,mm^4,deg)------------------
Sect Section Name Mark Angle Type Flipped Source
2 50x5.0 SHS S2 Not applicable No British
Area of Torsion Y-Axis Z-Axis Y-Axis Z-Axis Princ Sect Section Constant Mom of In Mom of In Shr Area Shr Area Angle
2 8.7300E+02 4.7600E+05 2.8900E+05 2.8900E+05 INFINITE INFINITE 0.00
MATERIAL PROPERTIES (MPa,T/m^3,strain/degC)------------------- Young's Poisson's Mass Coeff of Concrete Matl Material Name Modulus Ratio Density Expansion Strength
1 STEEL 2.0000E+05 0.25 7.8500E+00 1.170E-05
MEMBER DISTRIBUTED FORCES (m,kN/m)-------------------------
Load Sub Axes Start Finish X Start/ Y Start/ Z Start/ Case Memb Load Sys Position Position Finish Finish Finish
1 4 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
5 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
6 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
7 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
2 4 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
5 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
Load Sub Axes Start Finish X Start/ Y Start/ Z Start Case Memb Load Sys Position Position Finish Finish Finis
6 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
7 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
SELF WEIGHT (g's)-----------
Load X-Axis Y-Axis Z-Axis Case Accel'n Accel'n Accel'n
1 0.000 -1.000 0.000
COMBINATION LOAD CASES----------------------
Load case 101: ULS
1.400 * Load case 1: Self Wieght1.600 * Load case 2: Wind Force
Load case 201: SLS
1.000 * Load case 1: Self Wieght1.000 * Load case 2: Wind Force
LOAD CASE TITLES----------------
Load Case Title
1 Self Wieght Density of Aluminium = 27kN/m3, thickness of plate = 3mm
2 Wind Force 2.8kN/m3, Cd=2.3
101 ULS 1.4DL+1.6LL
201 SLS 1.0DL+1.0LL
NODE REACTIONS (kN,kNm)-------------- (*=Maximum, #=Minimum)
Envelope = Load Cases 101 and Nodes 180
Load X-Axis Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Node Case Force Force Force Moment Moment Moment
180 101 -4.550* 0.556 0.000 0.730 9.101 0.000 180 101 -4.550# 0.556 0.000 0.730 9.101 0.000 180 101 -4.550 0.556* 0.000 0.730 9.101 0.000 180 101 -4.550 0.556# 0.000 0.730 9.101 0.000 180 101 -4.550 0.556 0.000* 0.730 9.101 0.000 180 101 -4.550 0.556 0.000# 0.730 9.101 0.000 180 101 -4.550 0.556 0.000 0.730* 9.101 0.000 180 101 -4.550 0.556 0.000 0.730# 9.101 0.000 180 101 -4.550 0.556 0.000 0.730 9.101* 0.000 180 101 -4.550 0.556 0.000 0.730 9.101# 0.000 180 101 -4.550 0.556 0.000 0.730 9.101 0.000* 180 101 -4.550 0.556 0.000 0.730 9.101 0.000#
INTERMEDIATE FORCES AND MOMENTS (m,kN,kNm)------------------------------- (*=Maximum, #=Minimum)
Envelope = Load Cases 101 and All Members and Sections 2
Load Axial Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Memb Case Force Shear Shear Torsion Moment Moment
6 101 0.041* 1.138 0.000 0.000 0.000 0.171 7 101 -0.041# -1.138 0.000 0.000 0.000 0.171 6 101 0.041 1.138* 0.000 0.000 0.000 0.171 7 101 -0.041 -1.138# 0.000 0.000 0.000 0.171 6 101 0.000 0.000 0.000* 0.000 0.000 0.000 7 101 -0.041 -1.138 0.000# 0.000 0.000 0.171 6 101 0.000 0.000 0.000 0.000* 0.000 0.000 6 101 0.000 0.000 0.000 0.000# 0.000 0.000 7 101 -0.041 -1.138 0.000 0.000 0.000* 0.171 7 101 0.000 0.000 0.000 0.000 0.000# 0.000 7 101 -0.041 -1.138 0.000 0.000 0.000 0.171* 7 101 0.000 0.000 0.000 0.000 0.000 0.000#
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX C
MODEL INPUT AND OUTPUT
MODEL 01M
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 8:43 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SE...\ISSUE 4 120529\MODEL 01M, 0.6DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:4.9, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:
1 100*5 SHS 2 50x5.0 SHS
Materials:1 STEEL
1(1)
2(1)
4(2)
5(2)
6(2)
7(2)
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:40 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SE...\ISSUE 4 120529\MODEL 01M, 0.6DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:6.1, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:
1 100*5 SHS 2 50x5.0 SHS
Materials:1 STEEL
1(1)
2(1)
4(2)
5(2)
6(2)
7(2)
Load cases:1 (SW) Self Wieght
-0.03kN/m -0.03kN/m
-0.03kN/m-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:41 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SE...\ISSUE 4 120529\MODEL 01M, 0.6DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:6.1, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(70,-20)
Sections:
1 100*5 SHS 2 50x5.0 SHS
Materials:1 STEEL
1(1)
2(1)
4(2)
5(2)
6(2)
7(2)
Load cases:2 Wind Force
2.37kN/m 2.37kN/m
2.37kN/m2.37kN/m
2.37kN/m
2.37kN/m
2.37kN/m
2.37kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTDJob: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 01M, 0.6DIA CIDesigner: Date: 11 Jun 2012, 4:39 U Page: 1ANALYSIS STATUS REPORT----------------------
Job name ...... MODEL 01M, 0.6DIA CIRLocation ...... J:\E1008 - TUEN MUN TOWN CENTRE\SECTION OF INDIVIDUAL TRAFF...
Length units ......................... mSection property units ............... mmMaterial strength units .............. MPaMass density units ................... T/m^3Temperature units .................... CelsiusForce units .......................... kNMoment units ......................... kNmMass units ........................... TAcceleration units ................... g'sTranslation units .................... mmStress units ......................... MPa
Nodes ................................ 177 (32765)Members .............................. 6 (32765)Plates ............................... 0 (32765)Restrained nodes ..................... 1 (32765)Nodes with spring restraints ......... 0 (32765)Section properties ................... 2 ( 999)Material properties .................. 1 ( 999)Constrained nodes .................... 0 (32765)Member offsets ....................... 0 (32765)
Node loads ........................... 0 (32765)Prescribed node displacements ........ 0 (32765)Member concentrated loads ............ 0 (32765)Member distributed forces ............ 8 (32765)Member distributed torsions .......... 0 (32765)Thermal loads ........................ 0 (32765)Member prestress loads ............... 0 (32765)Plate pressure loads ................. 0 (32765)Self weight load cases ............... 1 ( 2500)Combination load cases ............... 2 ( 2500)Load cases with titles ............... 4 ( 2500)Lumped masses ........................ 0 (32765)Spectral load cases .................. 0 ( 2500)
Static analysis ...................... YDynamic analysis ..................... NResponse analysis .................... NBuckling analysis .................... NIll-conditioned ...................... NNon-linear convergence ............... YFrontwidth ........................... 18Total degrees of freedom ............. 36Static load cases .................... 2 ( 2500)Mass load cases ...................... 1 ( 2500)
NODE COORDINATES (m)----------------
X Y Z Node Coord Coord Coord
1 0.000 0.000 0.000 2 0.100 0.000 0.000 3 0.200 0.000 0.000 4 0.200 0.000 0.100 5 0.200 0.000 0.200 6 0.200 0.000 0.300 9 0.200 0.000 0.600 10 0.200 0.000 0.700 11 0.200 0.000 0.800 12 0.000 0.600 -0.600 13 0.000 0.500 -0.600 14 0.000 0.400 -0.600 15 0.000 0.300 -0.600 16 0.000 0.200 -0.600 17 0.000 0.100 -0.600 18 0.000 0.000 -0.600 19 0.000 -0.100 -0.600 20 0.000 -0.200 -0.600 21 0.000 -0.300 -0.600 22 0.000 -0.400 -0.600 23 0.000 -0.500 -0.600 24 0.000 -0.600 -0.600 25 0.000 0.600 -0.500 26 0.000 0.500 -0.500 27 0.000 0.400 -0.500 28 0.000 0.300 -0.500 29 0.000 0.200 -0.500 30 0.000 0.100 -0.500 31 0.000 0.000 -0.500 32 0.000 -0.100 -0.500 33 0.000 -0.200 -0.500 34 0.000 -0.300 -0.500 35 0.000 -0.400 -0.500 36 0.000 -0.500 -0.500 37 0.000 -0.600 -0.500 38 0.000 0.600 -0.400 39 0.000 0.500 -0.400 40 0.000 0.400 -0.400 41 0.000 0.300 -0.400 42 0.000 0.200 -0.400 43 0.000 0.100 -0.400 44 0.000 0.000 -0.400 45 0.000 -0.100 -0.400 46 0.000 -0.200 -0.400 47 0.000 -0.300 -0.400 48 0.000 -0.400 -0.400 49 0.000 -0.500 -0.400 50 0.000 -0.600 -0.400 51 0.000 0.600 -0.300 52 0.000 0.500 -0.300 53 0.000 0.400 -0.300 54 0.000 0.300 -0.300 55 0.000 0.200 -0.300 56 0.000 0.100 -0.300 57 0.000 0.000 -0.300 58 0.000 -0.100 -0.300 59 0.000 -0.200 -0.300 60 0.000 -0.300 -0.300 61 0.000 -0.400 -0.300 62 0.000 -0.500 -0.300 63 0.000 -0.600 -0.300 64 0.000 0.600 -0.200 65 0.000 0.500 -0.200 66 0.000 0.400 -0.200 67 0.000 0.300 -0.200 68 0.000 0.200 -0.200 69 0.000 0.100 -0.200 70 0.000 0.000 -0.200
X Y Z Node Coord Coord Coord
71 0.000 -0.100 -0.200 72 0.000 -0.200 -0.200 73 0.000 -0.300 -0.200 74 0.000 -0.400 -0.200 75 0.000 -0.500 -0.200 76 0.000 -0.600 -0.200 77 0.000 0.600 -0.100 78 0.000 0.500 -0.100 79 0.000 0.400 -0.100 80 0.000 0.300 -0.100 81 0.000 0.200 -0.100 82 0.000 0.100 -0.100 83 0.000 0.000 -0.100 84 0.000 -0.100 -0.100 85 0.000 -0.200 -0.100 86 0.000 -0.300 -0.100 87 0.000 -0.400 -0.100 88 0.000 -0.500 -0.100 89 0.000 -0.600 -0.100 90 0.000 0.600 0.000 91 0.000 0.500 0.000 92 0.000 0.400 0.000 93 0.000 0.300 0.000 94 0.000 0.200 0.000 95 0.000 0.100 0.000 96 0.000 -0.100 0.000 97 0.000 -0.200 0.000 98 0.000 -0.300 0.000 99 0.000 -0.400 0.000 100 0.000 -0.500 0.000 101 0.000 -0.600 0.000 102 0.000 0.600 0.100 103 0.000 0.500 0.100 104 0.000 0.400 0.100 105 0.000 0.300 0.100 106 0.000 0.200 0.100 107 0.000 0.100 0.100 108 0.000 0.000 0.100 109 0.000 -0.100 0.100 110 0.000 -0.200 0.100 111 0.000 -0.300 0.100 112 0.000 -0.400 0.100 113 0.000 -0.500 0.100 114 0.000 -0.600 0.100 115 0.000 0.600 0.200 116 0.000 0.500 0.200 117 0.000 0.400 0.200 118 0.000 0.300 0.200 119 0.000 0.200 0.200 120 0.000 0.100 0.200 121 0.000 0.000 0.200 122 0.000 -0.100 0.200 123 0.000 -0.200 0.200 124 0.000 -0.300 0.200 125 0.000 -0.400 0.200 126 0.000 -0.500 0.200 127 0.000 -0.600 0.200 128 0.000 0.600 0.300 129 0.000 0.500 0.300 130 0.000 0.400 0.300 131 0.000 0.300 0.300 132 0.000 0.200 0.300 133 0.000 0.100 0.300 134 0.000 0.000 0.300 135 0.000 -0.100 0.300 136 0.000 -0.200 0.300 137 0.000 -0.300 0.300 138 0.000 -0.400 0.300 139 0.000 -0.500 0.300 140 0.000 -0.600 0.300 141 0.000 0.600 0.400 142 0.000 0.500 0.400 143 0.000 0.400 0.400 144 0.000 0.300 0.400 145 0.000 0.200 0.400 146 0.000 0.100 0.400 147 0.000 0.000 0.400 148 0.000 -0.100 0.400 149 0.000 -0.200 0.400 150 0.000 -0.300 0.400 151 0.000 -0.400 0.400 152 0.000 -0.500 0.400 153 0.000 -0.600 0.400 154 0.000 0.600 0.500 155 0.000 0.500 0.500 156 0.000 0.400 0.500 157 0.000 0.300 0.500 158 0.000 0.200 0.500 159 0.000 0.100 0.500 160 0.000 0.000 0.500 161 0.000 -0.100 0.500 162 0.000 -0.200 0.500 163 0.000 -0.300 0.500 164 0.000 -0.400 0.500 165 0.000 -0.500 0.500 166 0.000 -0.600 0.500 167 0.000 0.600 0.600 168 0.000 0.500 0.600 169 0.000 0.400 0.600 170 0.000 0.300 0.600 171 0.000 0.200 0.600 172 0.000 0.100 0.600 173 0.000 0.000 0.600 174 0.000 -0.100 0.600 175 0.000 -0.200 0.600 176 0.000 -0.300 0.600 177 0.000 -0.400 0.600 178 0.000 -0.500 0.600 179 0.000 -0.600 0.600
MEMBER DATA (deg,kNm/rad,m)----------- (F=Fixed, R=Released) (*=Cable length)
Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sect Mat Fixity Fixity Length
4 0.00 Norm 134 1 2 1 FFFFFF FFFFFF 0.300 5 0.00 Norm 1 57 2 1 FFFFFF FFFFFF 0.300 6 0.00 Norm 93 1 2 1 FFFFFF FFFFFF 0.300 7 0.00 Norm 1 98 2 1 FFFFFF FFFFFF 0.300
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTDJob: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 01M, 0.6DIA CIDesigner: Date: 11 Jun 2012, 4:39 U Page: 2NODE RESTRAINTS (kN/m,kNm/rad)--------------- (F=Fixed, R=Released, S=Spring, *=General)
Rest X Axial Y Axial Z Axial X Rotation Y Rotation Z Rotation Node Code Stiffness Stiffness Stiffness Stiffness Stiffness Stiffness
3 FFFFFF
SECTION PROPERTIES (mm,mm^2,mm^4,deg)------------------
Sect Section Name Mark Angle Type Flipped Source
2 50x5.0 SHS S2 Not applicable No British
Area of Torsion Y-Axis Z-Axis Y-Axis Z-Axis Princ Sect Section Constant Mom of In Mom of In Shr Area Shr Area Angle
2 8.7300E+02 4.7600E+05 2.8900E+05 2.8900E+05 INFINITE INFINITE 0.00
MATERIAL PROPERTIES (MPa,T/m^3,strain/degC)------------------- Young's Poisson's Mass Coeff of Concrete Matl Material Name Modulus Ratio Density Expansion Strength
1 STEEL 2.0000E+05 0.25 7.8500E+00 1.170E-05
MEMBER DISTRIBUTED FORCES (m,kN/m)-------------------------
Load Sub Axes Start Finish X Start/ Y Start/ Z Start/ Case Memb Load Sys Position Position Finish Finish Finish
1 4 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
5 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
6 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
7 1 GI 0.000% 100.000% 0.000 -0.030 0.000 0.000 -0.030 0.000
2 4 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
5 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
6 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
7 1 GI 0.000% 100.000% 2.370 0.000 0.000 2.370 0.000 0.000
SELF WEIGHT (g's)-----------
Load X-Axis Y-Axis Z-Axis Case Accel'n Accel'n Accel'n
1 0.000 -1.000 0.000
COMBINATION LOAD CASES----------------------
Load case 101: ULS
1.400 * Load case 1: Self Wieght1.600 * Load case 2: Wind Force
Load case 201: SLS
1.000 * Load case 1: Self Wieght1.000 * Load case 2: Wind Force
LOAD CASE TITLES----------------
Load Case Title
1 Self Wieght Density of Aluminium = 27kN/m3, thickness of plate = 3mm
2 Wind Force 2.8kN/m3, Cd=2.3
101 ULS 1.4DL+1.6LL
201 SLS 1.0DL+1.0LL
NODE REACTIONS (kN,kNm)-------------- (*=Maximum, #=Minimum)
Envelope = Load Cases 101 and All Nodes
Load X-Axis Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Node Case Force Force Force Moment Moment Moment
3 101 -4.550* 0.202 0.000 0.000 0.000 -0.037 3 101 -4.550# 0.202 0.000 0.000 0.000 -0.037 3 101 -4.550 0.202* 0.000 0.000 0.000 -0.037 3 101 -4.550 0.202# 0.000 0.000 0.000 -0.037 3 101 -4.550 0.202 0.000* 0.000 0.000 -0.037 3 101 -4.550 0.202 0.000# 0.000 0.000 -0.037 3 101 -4.550 0.202 0.000 0.000* 0.000 -0.037 3 101 -4.550 0.202 0.000 0.000# 0.000 -0.037 3 101 -4.550 0.202 0.000 0.000 0.000* -0.037 3 101 -4.550 0.202 0.000 0.000 0.000# -0.037 3 101 -4.550 0.202 0.000 0.000 0.000 -0.037* 3 101 -4.550 0.202 0.000 0.000 0.000 -0.037#
INTERMEDIATE FORCES AND MOMENTS (m,kN,kNm)------------------------------- (*=Maximum, #=Minimum)
Envelope = Load Cases 101 and All Members and Sections 2
Load Axial Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Memb Case Force Shear Shear Torsion Moment Moment
6 101 0.041* 1.138 0.000 0.000 0.000 0.171 7 101 -0.041# -1.138 0.000 0.000 0.000 0.171 6 101 0.041 1.138* 0.000 0.000 0.000 0.171 7 101 -0.041 -1.138# 0.000 0.000 0.000 0.171 4 101 0.000 -0.041 1.138* 0.000 0.171 -0.006 5 101 0.000 0.041 -1.138# 0.000 0.171 -0.006 4 101 0.000 0.000 0.000 0.000* 0.000 0.000 7 101 -0.041 -1.138 0.000 0.000# 0.000 0.171 5 101 0.000 0.041 -1.138 0.000 0.171* -0.006 5 101 0.000 0.000 0.000 0.000 0.000# 0.000 7 101 -0.041 -1.138 0.000 0.000 0.000 0.171* 4 101 0.000 -0.041 1.138 0.000 0.171 -0.006#
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX C
MODEL INPUT AND OUTPUT
MODEL 02
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:44 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 02, 0.8DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:8.7, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(50,-20)
Sections:2 50x5.0 SHS
Materials:1 STEEL
1
45
6
8
9
1011
12
13
14
15
16
17
18
19
20
21
22
23
25
26
27
28
29
30
31
32
33
34
35
36
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
142
143
144
145
146
147
148
149
150
151
152
153
155
156
157
158
159
160
161
162
163
164
165
166
168
169
170
171
172
174
175
176
177
178
179
4(2)
5(2)
6(2)
7(2)
8(2)
9(2)
10(2)
11(2)
13(2)
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:45 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 02, 0.8DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:8.7, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(50,-20)
Sections:2 50x5.0 SHS
Materials:1 STEEL
1
45
6
8
9
1011
12
13
14
15
16
17
18
19
20
21
22
23
25
26
27
28
29
30
31
32
33
34
35
36
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
142
143
144
145
146
147
148
149
150
151
152
153
155
156
157
158
159
160
161
162
163
164
165
166
168
169
170
171
172
174
175
176
177
178
179
4(2)
5(2)
6(2)
7(2)
8(2)
9(2)
10(2)
11(2)
13(2)
Load cases:1 (SW) Self Wieght
-0.03kN/m-0.03kN/m
-0.03kN/m-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m-0.03kN/m
-0.03kN/m
-0.03kN/m
-0.03kN/m-0.03kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:45 pm
Job: J:\E1008 - TUEN MUN TOWN CENTRE\SEC...\ISSUE 4 120529\MODEL 02, 0.8DIA CIR
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:8.7, Load: 1, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(50,-20)
Sections:2 50x5.0 SHS
Materials:1 STEEL
1
45
6
8
9
1011
12
13
14
15
16
17
18
19
20
21
22
23
25
26
27
28
29
30
31
32
33
34
35
36
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
142
143
144
145
146
147
148
149
150
151
152
153
155
156
157
158
159
160
161
162
163
164
165
166
168
169
170
171
172
174
175
176
177
178
179
4(2)
5(2)
6(2)
7(2)
8(2)
9(2)
10(2)
11(2)
13(2)
Load cases:2 Wind Force
2.56kN/m2.56kN/m
2.56kN/m2.56kN/m
2.56kN/m
2.56kN/m
2.56kN/m
2.56kN/m
2.56kN/m
2.56kN/m
2.56kN/m2.56kN/m
2.56kN/m
2.56kN/m
2.56kN/m2.56kN/m
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTDJob: J:\E1008 - TUEN MUN TOWN CENTRE\SECT...\ISSUE 4 120529\MODEL 02, 0.8DIA CIDesigner: Date: 11 Jun 2012, 4:44 U Page: 1ANALYSIS STATUS REPORT----------------------
Job name ...... MODEL 02, 0.8DIA CIRLocation ...... J:\E1008 - TUEN MUN TOWN CENTRE\SECTION OF INDIVIDUAL TRAFF...
Length units ......................... mSection property units ............... mmMaterial strength units .............. MPaMass density units ................... T/m^3Temperature units .................... CelsiusForce units .......................... kNMoment units ......................... kNmMass units ........................... TAcceleration units ................... g'sTranslation units .................... mmStress units ......................... MPa
Nodes ................................ 175 (32765)Members .............................. 9 (32765)Plates ............................... 0 (32765)Restrained nodes ..................... 1 (32765)Nodes with spring restraints ......... 0 (32765)Section properties ................... 2 ( 999)Material properties .................. 1 ( 999)Constrained nodes .................... 0 (32765)Member offsets ....................... 0 (32765)
Node loads ........................... 0 (32765)Prescribed node displacements ........ 0 (32765)Member concentrated loads ............ 0 (32765)Member distributed forces ............ 16 (32765)Member distributed torsions .......... 0 (32765)Thermal loads ........................ 0 (32765)Member prestress loads ............... 0 (32765)Plate pressure loads ................. 0 (32765)Self weight load cases ............... 1 ( 2500)Combination load cases ............... 1 ( 2500)Load cases with titles ............... 3 ( 2500)Lumped masses ........................ 0 (32765)Spectral load cases .................. 0 ( 2500)
Static analysis ...................... YDynamic analysis ..................... NResponse analysis .................... NBuckling analysis .................... NIll-conditioned ...................... NNon-linear convergence ............... YFrontwidth ........................... 30Total degrees of freedom ............. 54Static load cases .................... 2 ( 2500)Mass load cases ...................... 1 ( 2500)
NODE COORDINATES (m)----------------
X Y Z Node Coord Coord Coord
1 0.000 0.000 0.000 4 0.200 0.000 0.100 5 0.200 0.000 0.200 6 0.200 0.000 0.300 8 0.200 0.000 0.500 9 0.000 0.000 0.600 10 0.200 0.000 0.700 11 0.200 0.000 0.800 12 0.000 0.600 -0.600 13 0.000 0.500 -0.600 14 0.000 0.400 -0.600 15 0.000 0.300 -0.600 16 0.000 0.200 -0.600 17 0.000 0.100 -0.600 18 0.000 0.000 -0.600 19 0.000 -0.100 -0.600 20 0.000 -0.200 -0.600 21 0.000 -0.300 -0.600 22 0.000 -0.400 -0.600 23 0.000 -0.500 -0.600 24 0.000 -0.600 -0.600 25 0.000 0.600 -0.500 26 0.000 0.500 -0.500 27 0.000 0.400 -0.500 28 0.000 0.300 -0.500 29 0.000 0.200 -0.500 30 0.000 0.100 -0.500 31 0.000 0.000 -0.500 32 0.000 -0.100 -0.500 33 0.000 -0.200 -0.500 34 0.000 -0.300 -0.500 35 0.000 -0.400 -0.500 36 0.000 -0.500 -0.500 37 0.000 -0.600 -0.500 38 0.000 0.600 -0.400 39 0.000 0.500 -0.400 40 0.000 0.400 -0.400 41 0.000 0.300 -0.400 42 0.000 0.200 -0.400 43 0.000 0.100 -0.400 44 0.000 0.000 -0.400 45 0.000 -0.100 -0.400 46 0.000 -0.200 -0.400 47 0.000 -0.300 -0.400 48 0.000 -0.400 -0.400 49 0.000 -0.500 -0.400 50 0.000 -0.600 -0.400 51 0.000 0.600 -0.300 52 0.000 0.500 -0.300 53 0.000 0.400 -0.300 54 0.000 0.300 -0.300 55 0.000 0.200 -0.300 56 0.000 0.100 -0.300 57 0.000 0.000 -0.300 58 0.000 -0.100 -0.300 59 0.000 -0.200 -0.300 60 0.000 -0.300 -0.300 61 0.000 -0.400 -0.300 62 0.000 -0.500 -0.300 63 0.000 -0.600 -0.300 64 0.000 0.600 -0.200 65 0.000 0.500 -0.200 66 0.000 0.400 -0.200 67 0.000 0.300 -0.200 68 0.000 0.200 -0.200 69 0.000 0.100 -0.200 70 0.000 0.000 -0.200 71 0.000 -0.100 -0.200
X Y Z Node Coord Coord Coord
72 0.000 -0.200 -0.200 73 0.000 -0.300 -0.200 74 0.000 -0.400 -0.200 75 0.000 -0.500 -0.200 76 0.000 -0.600 -0.200 77 0.000 0.600 -0.100 78 0.000 0.500 -0.100 79 0.000 0.400 -0.100 80 0.000 0.300 -0.100 81 0.000 0.200 -0.100 82 0.000 0.100 -0.100 83 0.000 0.000 -0.100 84 0.000 -0.100 -0.100 85 0.000 -0.200 -0.100 86 0.000 -0.300 -0.100 87 0.000 -0.400 -0.100 88 0.000 -0.500 -0.100 89 0.000 -0.600 -0.100 90 0.000 0.600 0.000 91 0.000 0.500 0.000 92 0.000 0.400 0.000 93 0.000 0.300 0.000 94 0.000 0.200 0.000 95 0.000 0.100 0.000 96 0.000 -0.100 0.000 97 0.000 -0.200 0.000 98 0.000 -0.300 0.000 99 0.000 -0.400 0.000 100 0.000 -0.500 0.000 101 0.000 -0.600 0.000 102 0.000 0.600 0.100 103 0.000 0.500 0.100 104 0.000 0.400 0.100 105 0.000 0.300 0.100 106 0.000 0.200 0.100 107 0.000 0.100 0.100 108 0.000 0.000 0.100 109 0.000 -0.100 0.100 110 0.000 -0.200 0.100 111 0.000 -0.300 0.100 112 0.000 -0.400 0.100 113 0.000 -0.500 0.100 114 0.000 -0.600 0.100 115 0.000 0.600 0.200 116 0.000 0.500 0.200 117 0.000 0.400 0.200 118 0.000 0.300 0.200 119 0.000 0.200 0.200 120 0.000 0.100 0.200 121 0.000 0.000 0.200 122 0.000 -0.100 0.200 123 0.000 -0.200 0.200 124 0.000 -0.300 0.200 125 0.000 -0.400 0.200 126 0.000 -0.500 0.200 127 0.000 -0.600 0.200 128 0.000 0.600 0.300 129 0.000 0.500 0.300 130 0.000 0.400 0.300 131 0.000 0.300 0.300 132 0.000 0.200 0.300 133 0.000 0.100 0.300 134 0.000 0.000 0.300 135 0.000 -0.100 0.300 136 0.000 -0.200 0.300 137 0.000 -0.300 0.300 138 0.000 -0.400 0.300 139 0.000 -0.500 0.300 140 0.000 -0.600 0.300 141 0.000 0.600 0.400 142 0.000 0.500 0.400 143 0.000 0.400 0.400 144 0.000 0.300 0.400 145 0.000 0.200 0.400 146 0.000 0.100 0.400 147 0.000 0.000 0.400 148 0.000 -0.100 0.400 149 0.000 -0.200 0.400 150 0.000 -0.300 0.400 151 0.000 -0.400 0.400 152 0.000 -0.500 0.400 153 0.000 -0.600 0.400 154 0.000 0.600 0.500 155 0.000 0.500 0.500 156 0.000 0.400 0.500 157 0.000 0.300 0.500 158 0.000 0.200 0.500 159 0.000 0.100 0.500 160 0.000 0.000 0.500 161 0.000 -0.100 0.500 162 0.000 -0.200 0.500 163 0.000 -0.300 0.500 164 0.000 -0.400 0.500 165 0.000 -0.500 0.500 166 0.000 -0.600 0.500 167 0.000 0.600 0.600 168 0.000 0.500 0.600 169 0.000 0.400 0.600 170 0.000 0.300 0.600 171 0.000 0.200 0.600 172 0.000 0.100 0.600 174 0.000 -0.100 0.600 175 0.000 -0.200 0.600 176 0.000 -0.300 0.600 177 0.000 -0.400 0.600 178 0.000 -0.500 0.600 179 0.000 -0.600 0.600
MEMBER DATA (deg,kNm/rad,m)----------- (F=Fixed, R=Released) (*=Cable length)
Dir Dir Dir Memb Node A Node B Memb Angle Node Axis Type Node A Node B Sect Mat Fixity Fixity Length
4 0.00 Norm 134 1 2 1 FFFFFF FFFFFF 0.300 5 0.00 Norm 1 57 2 1 FFFFFF FFFFFF 0.300 6 0.00 Norm 93 1 2 1 FFFFFF FFFFFF 0.300 7 0.00 Norm 1 98 2 1 FFFFFF FFFFFF 0.300 8 0.00 Norm 93 92 2 1 FFFFFF FFFFFF 0.100 9 0.00 Norm 57 44 2 1 FFFFFF FFFFFF 0.100 10 0.00 Norm 98 99 2 1 FFFFFF FFFFFF 0.100 11 0.00 Norm 134 147 2 1 FFFFFF FFFFFF 0.100 13 0.00 Norm 9 147 2 1 FFFFFF FFFFFF 0.200
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTDJob: J:\E1008 - TUEN MUN TOWN CENTRE\SECT...\ISSUE 4 120529\MODEL 02, 0.8DIA CIDesigner: Date: 11 Jun 2012, 4:44 U Page: 2NODE RESTRAINTS (kN/m,kNm/rad)--------------- (F=Fixed, R=Released, S=Spring, *=General)
Rest X Axial Y Axial Z Axial X Rotation Y Rotation Z Rotation Node Code Stiffness Stiffness Stiffness Stiffness Stiffness Stiffness
9 FFFFFF
SECTION PROPERTIES (mm,mm^2,mm^4,deg)------------------
Sect Section Name Mark Angle Type Flipped Source
1 100*5 SHS S1 Not applicable No Aust300 2 50x5.0 SHS S2 Not applicable No British
Area of Torsion Y-Axis Z-Axis Y-Axis Z-Axis Princ Sect Section Constant Mom of In Mom of In Shr Area Shr Area Angle
1 1.8100E+03 4.4200E+06 2.6600E+06 2.6600E+06 INFINITE INFINITE 0.00 2 8.7300E+02 4.7600E+05 2.8900E+05 2.8900E+05 INFINITE INFINITE 0.00
MATERIAL PROPERTIES (MPa,T/m^3,strain/degC)------------------- Young's Poisson's Mass Coeff of Concrete Matl Material Name Modulus Ratio Density Expansion Strength
1 STEEL 2.0000E+05 0.25 7.8500E+00 1.170E-05
MEMBER DISTRIBUTED FORCES (m,kN/m)-------------------------
Load Sub Axes Start Finish X Start/ Y Start/ Z Start/ Case Memb Load Sys Position Position Finish Finish Finish
1 4 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
5 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
6 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
7 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
8 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
9 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
10 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
11 1 GI 0.000% 100.000% 0.000 -0.032 0.000 0.000 -0.032 0.000
2 4 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
5 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
6 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
7 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
8 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
9 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
10 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
11 1 GI 0.000% 100.000% 2.560 0.000 0.000 2.560 0.000 0.000
SELF WEIGHT (g's)-----------
Load X-Axis Y-Axis Z-Axis Case Accel'n Accel'n Accel'n
1 0.000 -1.000 0.000
COMBINATION LOAD CASES----------------------
Load case 101: ULS
1.400 * Load case 1: Self Wieght1.600 * Load case 2: Wind Force
LOAD CASE TITLES----------------
Load Case Title
1 Self Wieght Density of Aluminium = 27kN/m3, thickness of plate = 3mm
2 Wind Force 2.8kN/m3, Cd=2.3
101 ULS 1.4DL+1.6LL
NODE REACTIONS (kN,kNm)-------------- (*=Maximum, #=Minimum)
Envelope = Load Cases 101 and All Nodes
Load X-Axis Y-Axis Z-Axis X-Axis Y-Axis Z-Axis Node Case Force Force Force Moment Moment Moment
9 101 -6.554* 0.241 0.000 0.135 3.932 0.000 9 101 -6.554# 0.241 0.000 0.135 3.932 0.000 9 101 -6.554 0.241* 0.000 0.135 3.932 0.000 9 101 -6.554 0.241# 0.000 0.135 3.932 0.000 9 101 -6.554 0.241 0.000* 0.135 3.932 0.000 9 101 -6.554 0.241 0.000# 0.135 3.932 0.000 9 101 -6.554 0.241 0.000 0.135* 3.932 0.000 9 101 -6.554 0.241 0.000 0.135# 3.932 0.000 9 101 -6.554 0.241 0.000 0.135 3.932* 0.000 9 101 -6.554 0.241 0.000 0.135 3.932# 0.000 9 101 -6.554 0.241 0.000 0.135 3.932 0.000* 9 101 -6.554 0.241 0.000 0.135 3.932 0.000#
DESIGN AND BUILD OF TRAFFIC IMPROVEMENTS
TO TUEN MUN ROAD TOWN CENTRE SECTION
Mannings (Asia) Consultants Ltd Document No. E1008/TS/001 Issue 3
APPENDIX C
MODEL INPUT AND OUTPUT
MODEL 03
SPACE GASS 10.81 - MANNINGS (ASIA) CONSULTANTS LTD 11 Jun 2012, 4:48 pm
Job: J:\E1008 - TUEN MUN TOWN CENT...\ISSUE 4 120529\MODEL 03, 0.6X0.8 TS611(9)
Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:8.7, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None
X
Y
Z
(55,-25)
Sections:1 100x5.0 SHS
2 50x5.0 SHS 3 50x5+ EA
Materials:1 STEEL
1
45
6
8
910
11
12
13
14
15
16
17
18
19
20
21
22
23
25
26
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58
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63
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83
