Load Calculation Pyramid Type Wall Supported Shade Structure LOADINGS Structural DATA Span Bay Width
6.2 m 6.3 m
Loadings Dead Loads: Self Wt of members Wt of fabric
By Design program 0.5 KG/Sqm 0.0315 KN/m
Wind Loads As Per CP3 Chapter V Part 2: Basic Wind Speed:
170 km/Hr 47.2 M/Sec 1 0.55 (Class B Type 3: Table No. 3 CP3) 1
S1 S2 S3 Effective Wind Speed (m/sec)
26 0.414
Wind Pressure (Kn/Sq.m) Air Permeability 0% Wind Pressure Coefficients Cp Cp +ve (Downward) all values of
f
Cp =
Downward Wind Pressure
0.17
Kn/Sqm
Cp -ve (Upward) when
Air resistance 100%
f=
Upward Wind Pressure
0.9,
0.58
Considered Overall Coefficient Downward Force
Downward +ve force on Main Frame
0.26 Kn/m
Upward Force
Upward -ve force on Main Frame
0.90 Kn/m
Cp = Kn/Sqm
0.4
Min. Clear 2.2 m Height, h1 Actual clear 1.4 height h2= 2.7 m h1/h2 0.83 say 0.9
PAGE NO. 1
**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= FEB 21, 2015 * * Time= 17:17:48 * * * * USER ID: * ****************************************************
1. STAAD SPACE INPUT FILE: SASP NEW PYRAMID WALL SUPPORTED.STD 2. START JOB INFORMATION 3. ENGINEER DATE 21-JAN-15 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 2 0 2.85 0; 3 6.2 2.85 0; 4 6.2 2.85 6.3; 5 0 2.85 6.3; 12 4.55 2.85 6.3 9. 13 4.55 2.85 0; 14 3.1 3.85 3.15; 15 3.1 3.85 3.65; 16 3.1 3.85 2.65 10. 17 0 2.35 6.3; 18 0 3.65 6.3; 19 -6.2 2.85 0; 20 -6.2 2.85 6.3 11. 21 -4.55 2.85 6.3; 22 -4.55 2.85 0; 23 -3.1 3.85 3.65; 24 -3.1 3.85 2.65 12. MEMBER INCIDENCES 13. 2 5 12; 3 3 4; 4 2 13; 5 5 2; 14 12 4; 15 13 3; 16 16 2; 17 16 15; 18 15 5 14. 19 16 3; 20 15 4; 21 5 18; 22 17 5; 23 18 12; 24 5 21; 25 19 20; 26 2 22 15. 27 21 20; 28 22 19; 29 24 2; 30 24 23; 31 23 5; 32 24 19; 33 23 20; 34 18 21 16. DEFINE MATERIAL START 17. ISOTROPIC STEEL 18. E 2.05E+008 19. POISSON 0.3 20. DENSITY 76.8195 21. ALPHA 1.2E-005 22. DAMP 0.03 23. ISOTROPIC CONCRETE 24. E 2.17185E+007 25. POISSON 0.17 26. DENSITY 23.5616 27. ALPHA 1E-005 28. DAMP 0.05
29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40.
END DEFINE MATERIAL MEMBER PROPERTY BRITISH 3 5 25 PRIS YD 0.008 17 30 TABLE ST PIP762.5 2 14 23 24 27 34 TABLE ST TUB80803.2 21 22 TABLE ST TUBE TH 0.003 WT 0.12 DT 0.12 MEMBER PROPERTY BRITISH 4 15 26 28 PRIS YD 0.4 ZD 0.4 MEMBER PROPERTY BRITISH 16 18 TO 20 29 31 TO 33 TABLE ST PIP603.0 CONSTANTS MATERIAL STEEL MEMB 2 3 5 14 16 TO 25 27 29 TO 34
STAAD SPACE
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2 41. 42. 43. 44. 45.
MATERIAL CONCRETE MEMB 4 15 26 28 SUPPORTS 2 3 19 FIXED 17 FIXED LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD
46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59.
SELFWEIGHT Y -1 LIST 2 4 14 TO 24 26 TO 34 MEMBER LOAD 2 4 14 15 24 26 TO 28 UNI GY -0.012 LOAD 2 LOADTYPE WIND TITLE WIND DOWNWARDS MEMBER LOAD 2 4 14 TO 20 24 26 TO 33 UNI GY -0.26 LOAD 3 LOADTYPE WIND TITLE WIND UPWARDS MEMBER LOAD 2 4 14 TO 20 24 26 TO 33 UNI GY 0.9 LOAD COMB 4 COMBINATION LOAD CASE 4 1 1.0 2 1.0 LOAD COMB 5 COMBINATION LOAD CASE 5 1 1.0 3 1.0 PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS =
17/
25/
4
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= TOTAL PRIMARY LOAD CASES = SIZE OF STIFFNESS MATRIX = REQRD/AVAIL. DISK SPACE =
60. LOAD LIST 1 TO 3 61. PRINT JOINT DISPLACEMENTS JOINT DISPLACE
16/ 5/ 36 DOF 3, TOTAL DEGREES OF FREEDOM = 3 DOUBLE KILO-WORDS 12.1/ 226172.1 MB
78
STAAD SPACE
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3
JOINT DISPLACEMENT (CM -----------------JOINT
LOAD 2 3 4 5
12 13 14 15 16 17 18 19 20 21
1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3
X-TRANS 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0082 -0.0272 0.0940 0.0000 0.0000 0.0000 -0.0084 -0.0284 0.0984 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0516 0.3135 -1.0854 0.0003 0.0017 -0.0057 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0082 0.0272 -0.0940 0.0084 0.0284 -0.0984
RADIANS) Y-TRANS 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.3173 -1.8495 6.4021 -0.0005 -0.0014 0.0047 -0.1018 -0.3540 1.2252 -0.0203 -0.0014 0.0048 0.0000 0.0000 0.0000 -0.0989 -0.5926 2.0515 -0.0793 -0.4887 1.6916 0.0000 0.0000 0.0000 -0.0009 -0.0026 0.0091 0.0000 0.0000 0.0000 -0.3173 -1.8495 6.4021 -0.1018 -0.3540 1.2252
STRUCTURE TYPE = SPACE
Z-TRANS 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0127 0.0790 -0.2736 0.0013 0.0073 -0.0254 0.0129 0.0851 -0.2946 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0272 0.1672 -0.5789 0.0276 0.1698 -0.5878 0.0000 0.0000 0.0000 -0.0004 -0.0048 0.0167 0.0000 0.0000 0.0000 0.0127 0.0790 -0.2736 0.0129 0.0851 -0.2946
X-ROTAN 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0010 -0.0065 0.0224 0.0000 0.0000 0.0001 -0.0006 -0.0038 0.0130 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0029 -0.0100 -0.0001 -0.0008 0.0029 0.0000 0.0000 0.0000 0.0000 -0.0003 0.0009 0.0000 0.0000 0.0000 -0.0010 -0.0065 0.0224 -0.0006 -0.0038 0.0130
Y-ROTAN 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0028 -0.0096 0.0004 0.0026 -0.0089 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0001 0.0002 0.0000 0.0000 0.0001
Z-ROTAN 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0015 -0.0102 0.0352 0.0000 0.0000 0.0000 -0.0005 -0.0049 0.0171 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0005 -0.0027 0.0094 -0.0002 -0.0012 0.0041 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0015 0.0102 -0.0352 0.0005 0.0049 -0.0171
22 23
1 2 3 1 2 3
0.0000 0.0000 0.0000 -0.0516 -0.3135 1.0854
-0.0203 -0.0014 0.0048 -0.0989 -0.5926 2.0515
0.0000 0.0000 0.0000 0.0272 0.1672 -0.5789
0.0000 0.0000 0.0000 0.0005 0.0029 -0.0100
0.0000 0.0000 0.0000 -0.0005 -0.0028 0.0096
-0.0001 0.0000 0.0000 0.0005 0.0027 -0.0094
STAAD SPACE
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4
JOINT DISPLACEMENT (CM -----------------JOINT 24
LOAD 1 2 3
X-TRANS -0.0003 -0.0017 0.0057
RADIANS) Y-TRANS -0.0793 -0.4887 1.6916
STRUCTURE TYPE = SPACE
Z-TRANS 0.0276 0.1698 -0.5878
X-ROTAN -0.0001 -0.0008 0.0029
Y-ROTAN -0.0004 -0.0026 0.0089
************** END OF LATEST ANALYSIS RESULT ************** 62. PARAMETER 1 63. CODE BS5950 64. CHECK CODE MEMB 2 14 16 TO 20 23 24 27 29 TO 34 STEEL DESIGN STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000
Z-ROTAN 0.0002 0.0012 -0.0041
STAAD SPACE
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5
ALL UNITS ARE - KN MEMBER
METE (UNLESS OTHERWISE NOTED)
TABLE
RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 2 ST TUB80803.2 14 ST TUB80803.2 16 ST PIP603.0 17 ST PIP762.5 18 ST PIP603.0 19 ST PIP603.0 20 ST PIP603.0 23 ST TUB80803.2 24 ST TUB80803.2 27 ST TUB80803.2 29 ST PIP603.0 30 ST PIP762.5 31 ST PIP603.0 32 ST PIP603.0 33 ST PIP603.0 34 ST TUB80803.2
PASS 43.09 T PASS 5.32 C PASS 7.75 T PASS 10.51 T PASS 9.81 T PASS 9.98 T PASS 7.64 T PASS 49.04 C PASS 43.09 T PASS 5.32 C PASS 7.75 T PASS 10.51 T PASS 9.81 T PASS 9.98 T PASS 7.64 T PASS 49.04 C
BS-4.8.2.2 0.16 ANNEX I.1 0.03 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.3.3.1 0.21 BS-4.8.2.2 -0.16 ANNEX I.1 0.03 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.3.3.1 0.21
0.675 -3.78 0.798 5.99 0.625 1.55 0.441 1.39 0.663 1.62 0.681 1.66 0.574 1.42 0.983 2.21 0.675 -3.78 0.798 5.99 0.625 1.55 0.441 1.39 0.663 1.62 0.681 1.66 0.574 1.42 0.983 2.21
************** END OF TABULATED RESULT OF DESIGN ************** 65. FINISH
3 4.55 3 3 4.20 3 0.00 3 4.20 3 4.20 3 4.20 3 3 4.55 3 3 4.20 3 0.00 3 4.20 3 4.20 3 4.20 3 -
STAAD SPACE
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6
*********** END OF THE STAAD.Pro RUN *********** **** DATE= FEB 21,2015
TIME= 17:17:49 ****
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STAAD SPACE 7
-- PAGE NO.
