Foundation Design for 30m Tower

PERKHIDMATAN 1BESTARINET KEMENTERIAN PELAJARAN MALAYSIA

UNTUK TETUAN YTL COMMUNICATIONS SDN BHD.

30 METER MONOPOLE AT

ABA6043 SK SUNGAI BAYOR

PILE FOUNDATION DESIGN CALCULATION

TABLE OF CONTENTS

1. INTRODUCTION

2. DESIGN INFORMATION

3. 30m MONOPOLE DESIGN REPORT

4. RECTANGULAR COLUMN DESIGN CALCULATION

5. RC PILE FOUNDATION DESIGN CALCULATION

6. MACKINTOSH PROBE TEST RESULT

7. CONSTRUCTION DRAWINGS

1.0 INTRODUCTION

This report gives calculation for the analysis and design of a rc pile foundation

for a 30 meter height monopole.

The dimension for this rc pile foundation is 5 meter (length) x 5 meter (width) x

0.43 meter (depth).

The rc pile foundation is designed to withstand a basic wind velocity of 120

km/hr (3 second gust speed) on the 30 meter monopole. The column of the rc

pile foundation is not designed for overturning.

The Mackintosh Probe Test report (refer to attachment) shown the number of

blows/0.3m for 5 Mackintosh Probe Points is less than 20 at level below 2.1m

depth. For this site, rc pile foundation design is considered because of worse

soil condition.

DESIGN INFORMATION

Reference Description

1 Design Codea) Uniform Building By-Law 1988b) BS 8110 : Structural Use of Concretec) BS 6399 : Design Loading for Buildingsd) BS 8004 : Code of Practice for Foundation

2 Material DataConcrete: Grade 30 with 20mm maximum aggregate

Grade 35A with 20mm maximum aggregate (Water retaining structure)Reinforcement: Main bars, fy = 460 N/mm2

Links, fy = 250 N/mm2 or 460 N/mm2

Fabric, fy = 485 N/mm2

Structural Steel, fy = 275 N/mm2 Grade 43A

3 Intended Use of BuildingPerkhidmatan 1Bestarinet Kementerian Pelajaran Malaysia

4 Fire Resistance RequirementNIL

5 Expose ConditionInternal – Mild; External – Moderate; Underground – Moderate

6 Loading ConditionDead Load:Material Density: Concrete: 24kN/mm2;Soil: 18 kN/mm2; Steel: 78 kN/mm2

Live Load:

7 Wind LoadBasic Wind Speed = 33.33 m/s (3 second gust)

= 22.22 m/s (Mean hourly wind speed)Operating Wind Speed = 22.22 m/s (3 second gust )

= 20.00 m/s (Mean hourly wind speed)Distance from sea to site = 20KMDistance from edge of town = 10 KM.

Foundation System: R.C.Piling Foundation

SheetJob Number

Job Title

Client

Calcs by Checked by Date

Software Consultants (Pty) Ltd

Internet: http://www.prokon.comE-Mail : [email protected]

C1330M mONOPOLE sTUMP

1500

1000

500

0

X X

Y

Y

BS8110 - 1997General column design by PROKON. (GenCol Ver W2.1.00 - 14 Sep 2004)

Design code : BS8110 - 1997

General design parameters:Given: Lo = 1.800 m fcu = 30 MPa fy = 460 MPa Ac = 1615846 mm²

Assumptions: (1) The general conditions of clause 3.8.1 are applicable. (2) The specified design axial loads include the self-weight of the column. (3) The design axial loads are taken constant over the height of the column.

Design approach:The column is designed using the following procedure: (1) The column design charts are constructed. (2) The design axis and design ultimate moment are determined . (3) The design axial force and moment capacity is checked on the relevant design chart. (4) The procedure is repeated for each load case. (5) The critical load case is identified as the case yielding the lowest safety factor about the design axis

Through inspection: Load case 5 (90 DEGREE) is critical.

Check column slenderness:End fixity and bracing for bending about the Design axis: At the top end: Condition 4 (free). At the bottom end: Condition 1 (fully fixed). The column is unbraced.ß = 2.20 Table 3.19

Effective column height: le = ß⋅ Lo = 3.960 m

Check if the column is slender: 3.8.1.3 le/h = 3.0 < 10∴ The column is short.

Initial moments:The initial end moments about the X-X axis: M1 = Smaller initial end moment = 0.0 kNm M2 = Larger initial end moment = 0.0 kNm

The initial moment near mid-height of the column : 3.8.3.2∴ Mi = 0.4M1 + 0.6M2 ≥ 0.4M2 = 0.0 kNm

The initial end moments about the Y-Y axis: M1 = Smaller initial end moment = 0.0 kNm M2 = Larger initial end moment = 0.0 kNm

http://www.prokon.com

mailto:[email protected]

SheetJob Number

Job Title

Client




The initial moment near mid-height of the column : 3.8.3.2∴ Mi = 0.4M1 + 0.6M2 ≥ 0.4M2 = -243.0 kNm

Design ultimate load and moment:Design axial load: Pu = 30.0 kN

Mxbot=-0.0 kNm

Moments about X-X axis( kNm)

Initial Additional Design

Mx=0.0 kNmMxmin=0.6 kNm

+ =

Mybot=405.0 kNm

Moments about Y-Y axis( kNm)

Initial Additional Design

My=405.0 kNmMymin=0.6 kNm

+ =

Check for miminum eccentricity: 3.8.2.4 Check that the eccentricity exceeds the minimum in the plane of bending: Use emin = 20mm∴ Mmin = 0.6 kNm about the X-X axis.



SheetJob Number

Job Title

Client




Design of column section for ULS:

The column is checked for applied moment about the design axis. Through inspection: the critical section lies at the bottom end of the column. The design axis for the critical load case 5 lies at an angle of 270.00° to the X-axis The safety factor for the critical load case 5 is 4.68

For bending about the design axis:

Interaction Diagram

-2000

2000

4000

6000

8000

10E3

12E3

14E3

16E3

18E3

20E3

22E3

Bending moment (kNm)

30 kN

Moment distribution along the height of the column for bending about the design axis: At the top, Mx = 0.6 kNm Near mid-height, Mx = 243.0 kNm At the bottom, Mx = 405.0 kNm



SheetJob Number

Job Title

Client




Stresses at the bottom end of the column for the critical load case 5

1500

1000

500

0

X X

Y

Y

BS8110 - 1997

270.0°

D

D

Summary of design calculations:

Design results for all load cases:

Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm)Safetyfactor

Load case 1 SW

Load case 2 0 DEGREE








X-XY-Y 30.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0 Top

0.0 0.0 0.6 729.444

X-XY-Y 30.0

0.0 0.0

-390.0 0.0

-234.0 0.0

0.0 0.0 Bottom

390.0 0.0 390.0 4.881

X-XY-Y 30.0

0.0 0.0

-345.0 0.0

-207.0 -147.0

0.0 0.0 Bottom

345.0 245.0 423.1 4.929

X-XY-Y 30.0

0.0 0.0

-230.0 0.0

-138.0 -216.0

0.0 0.0 Bottom

230.0 360.0 427.2 4.877

X-XY-Y 30.0

0.0 0.0

0.0 0.0

0.0 -243.0

0.0 0.0 Bottom

0.0 405.0 405.0 4.679

X-XY-Y 30.0

0.0 0.0

-230.0 0.0

-138.0 -216.0

0.0 0.0 Bottom

230.0 360.0 427.2 4.877

X-XY-Y 30.0

0.0 0.0

-345.0 0.0

-207.0 -147.0

0.0 0.0 Bottom

345.0 245.0 423.1 4.929

X-XY-Y 30.0

0.0 0.0

-390.0 0.0

-234.0 0.0

0.0 0.0 Bottom

390.0 0.0 390.0 4.881

X-XY-Y 30.0

0.0 0.0

-345.0 0.0

-207.0 -147.0

0.0 0.0 Bottom

345.0 245.0 423.1 4.929



SheetJob Number

Job Title

Client




Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm)Safetyfactor





X-XY-Y 30.0

0.0 0.0

-230.0 0.0

-138.0 -216.0

0.0 0.0 Bottom

230.0 360.0 427.2 4.877

X-XY-Y 30.0

0.0 0.0

0.0 0.0

0.0 -243.0

0.0 0.0 Bottom

0.0 405.0 405.0 4.679

X-XY-Y 30.0

0.0 0.0

-230.0 0.0

-138.0 -216.0

0.0 0.0 Bottom

230.0 360.0 427.2 4.877

X-XY-Y 30.0

0.0 0.0

-345.0 0.0

-207.0 -147.0

0.0 0.0 Bottom

345.0 245.0 423.1 4.929

Load case 5 (90 DEGREE) is critical.



Friday, October 05, 2012, 04:31 PM

PAGE NO. 1

**************************************************** * * * STAAD.Pro * * Version 2007 Build 01 * * Proprietary Program of * * Research Engineers, Intl. * * Date= OCT 5, 2012 * * Time= 16:27:23 * * * * USER ID: DevilCry * ****************************************************

1. STAAD SPACEINPUT FILE: 30m Monopole (r.c.piles pile to set-5X5)rev05.STD 2. START JOB INFORMATION 3. ENGINEER DATE 29-NOV-10 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1105 1.15 0 1.15; 2210 1.15 1.2 1.15; 2211 1.4 0 1.15; 2212 1.15 0 1.4 9. 2213 1.4 0 1.4; 2214 1.65 0 1.15; 2215 1.65 0 1.4; 2228 3.4 0 1.15 10. 2229 3.4 0 1.4; 2230 3.65 0 1.15; 2231 3.65 0 1.4; 2232 0.9 0 1.15 11. 2233 0.9 0 1.4; 2234 0.65 0 1.15; 2235 0.65 0 1.4; 2252 1.15 0 1.65 12. 2253 1.4 0 1.65; 2254 1.65 0 1.65; 2261 3.4 0 1.65; 2262 3.65 0 1.65 13. 2263 0.9 0 1.65; 2264 0.65 0 1.65; 2282 3.4 0 1.9; 2283 3.65 0 1.9 14. 2303 3.4 0 2.15; 2304 3.65 0 2.15; 2324 3.4 0 2.4; 2325 3.65 0 2.4 15. 2345 3.4 0 2.65; 2346 3.65 0 2.65; 2366 3.4 0 2.9; 2367 3.65 0 2.9 16. 2387 3.4 0 3.15; 2388 3.65 0 3.15; 2408 3.4 0 3.4; 2409 3.65 0 3.4 17. 2429 3.4 0 3.65; 2430 3.65 0 3.65; 2441 1.15 0 0.9; 2442 1.4 0 0.9 18. 2443 1.65 0 0.9; 2450 3.4 0 0.9; 2451 3.65 0 0.9; 2452 0.9 0 0.9 19. 2453 0.65 0 0.9; 2462 1.15 0 0.65; 2463 1.4 0 0.65; 2464 1.65 0 0.65 20. 2471 3.4 0 0.65; 2472 3.65 0 0.65; 2473 0.9 0 0.65; 2474 0.65 0 0.65 21. 2492 3.4 0 0.4; 2493 3.65 0 0.4; 2513 3.4 0 0.15; 2514 3.65 0 0.15 22. 2534 3.4 0 -0.1; 2535 3.65 0 -0.1; 2555 3.4 0 -0.35; 2556 3.65 0 -0.35 23. 2576 3.4 0 -0.6; 2577 3.65 0 -0.6; 2597 3.4 0 -0.85; 2598 3.65 0 -0.85 24. 2618 3.4 0 -1.1; 2619 3.65 0 -1.1; 2639 3.4 0 -1.35; 2640 3.65 0 -1.35 25. 2651 1.4 1.2 1.15; 2652 1.65 1.2 1.15; 2653 0.9 1.2 1.15; 2654 0.65 1.2 1.15 26. 2655 1.15 1.2 1.4; 2656 1.4 1.2 1.4; 2657 1.65 1.2 1.4; 2658 0.9 1.2 1.4 27. 2659 0.65 1.2 1.4; 2660 1.15 1.2 1.65; 2661 1.4 1.2 1.65; 2662 1.65 1.2 1.65 28. 2663 0.9 1.2 1.65; 2664 0.65 1.2 1.65; 2665 1.15 1.2 0.9; 2666 1.4 1.2 0.9 29. 2667 1.65 1.2 0.9; 2668 0.9 1.2 0.9; 2669 0.65 1.2 0.9; 2670 1.15 1.2 0.65 30. 2671 1.4 1.2 0.65; 2672 1.65 1.2 0.65; 2673 0.9 1.2 0.65; 2674 0.65 1.2 0.65 31. 2675 1.15 0.25 1.15; 2676 1.4 0.25 1.15; 2677 1.15 0.25 1.4; 2678 1.4 0.25 1.4 32. 2679 1.65 0.25 1.15; 2680 1.65 0.25 1.4; 2681 0.9 0.25 1.15; 2682 0.9 0.25 1.4 33. 2683 0.65 0.25 1.15; 2684 0.65 0.25 1.4; 2685 1.15 0.25 1.65 34. 2686 1.4 0.25 1.65; 2687 1.65 0.25 1.65; 2688 0.9 0.25 1.65 35. 2689 0.65 0.25 1.65; 2690 1.15 0.25 0.9; 2691 1.4 0.25 0.9; 2692 1.65 0.25 0.9 36. 2693 0.9 0.25 0.9; 2694 0.65 0.25 0.9; 2695 1.15 0.25 0.65; 2696 1.4 0.25 0.65 37. 2697 1.65 0.25 0.65; 2698 0.9 0.25 0.65; 2699 0.65 0.25 0.65 38. 2700 1.15 0.5 1.15; 2701 1.4 0.5 1.15; 2702 1.15 0.5 1.4; 2703 1.4 0.5 1.4 39. 2704 1.65 0.5 1.15; 2705 1.65 0.5 1.4; 2706 0.9 0.5 1.15; 2707 0.9 0.5 1.4 40. 2708 0.65 0.5 1.15; 2709 0.65 0.5 1.4; 2710 1.15 0.5 1.65; 2711 1.4 0.5 1.65

Page 1 of 12D:\yeo\Projects\5.0 Wimax 2 - School Project\3.0 30m Monopole\1.0 Monopole Suppliers\Lysaght\2.0 design\staad pro\30m Monopole (r.c.piles pile to set-5X5)rev05.anl


STAAD SPACE -- PAGE NO. 2

41. 2712 1.65 0.5 1.65; 2713 0.9 0.5 1.65; 2714 0.65 0.5 1.65; 2715 1.15 0.5 0.9 42. 2716 1.4 0.5 0.9; 2717 1.65 0.5 0.9; 2718 0.9 0.5 0.9; 2719 0.65 0.5 0.9 43. 2720 1.15 0.5 0.65; 2721 1.4 0.5 0.65; 2722 1.65 0.5 0.65; 2723 0.9 0.5 0.65 44. 2724 0.65 0.5 0.65; 2725 1.15 0.75 1.15; 2726 1.4 0.75 1.15 45. 2727 1.15 0.75 1.4; 2728 1.4 0.75 1.4; 2729 1.65 0.75 1.15; 2730 1.65 0.75 1.4 46. 2731 0.9 0.75 1.15; 2732 0.9 0.75 1.4; 2733 0.65 0.75 1.15; 2734 0.65 0.75 1.4 47. 2735 1.15 0.75 1.65; 2736 1.4 0.75 1.65; 2737 1.65 0.75 1.65 48. 2738 0.9 0.75 1.65; 2739 0.65 0.75 1.65; 2740 1.15 0.75 0.9; 2741 1.4 0.75 0.9 49. 2742 1.65 0.75 0.9; 2743 0.9 0.75 0.9; 2744 0.65 0.75 0.9; 2745 1.15 0.75 0.65 50. 2746 1.4 0.75 0.65; 2747 1.65 0.75 0.65; 2748 0.9 0.75 0.65 51. 2749 0.65 0.75 0.65; 2775 3.15 0 1.15; 2776 3.15 0 1.4; 2777 3.15 0 1.65 52. 2778 3.15 0 1.9; 2779 3.15 0 2.15; 2780 3.15 0 2.4; 2781 3.15 0 2.65 53. 2782 3.15 0 2.9; 2783 3.15 0 3.15; 2784 3.15 0 3.4; 2785 3.15 0 3.65 54. 2786 3.15 0 0.9; 2787 3.15 0 0.65; 2788 3.15 0 0.4; 2789 3.15 0 0.15 55. 2790 3.15 0 -0.1; 2791 3.15 0 -0.35; 2792 3.15 0 -0.6; 2793 3.15 0 -0.85 56. 2794 3.15 0 -1.1; 2795 3.15 0 -1.35; 2796 2.9 0 1.15; 2797 2.9 0 1.4 57. 2798 2.9 0 1.65; 2799 2.9 0 1.9; 2800 2.9 0 2.15; 2801 2.9 0 2.4 58. 2802 2.9 0 2.65; 2803 2.9 0 2.9; 2804 2.9 0 3.15; 2805 2.9 0 3.4 59. 2806 2.9 0 3.65; 2807 2.9 0 0.9; 2808 2.9 0 0.65; 2809 2.9 0 0.4 60. 2810 2.9 0 0.15; 2811 2.9 0 -0.1; 2812 2.9 0 -0.35; 2813 2.9 0 -0.6 61. 2814 2.9 0 -0.85; 2815 2.9 0 -1.1; 2816 2.9 0 -1.35; 2817 2.65 0 1.15 62. 2818 2.65 0 1.4; 2819 2.65 0 1.65; 2820 2.65 0 1.9; 2821 2.65 0 2.15 63. 2822 2.65 0 2.4; 2823 2.65 0 2.65; 2824 2.65 0 2.9; 2825 2.65 0 3.15 64. 2826 2.65 0 3.4; 2827 2.65 0 3.65; 2828 2.65 0 0.9; 2829 2.65 0 0.65 65. 2830 2.65 0 0.4; 2831 2.65 0 0.15; 2832 2.65 0 -0.1; 2833 2.65 0 -0.35 66. 2834 2.65 0 -0.6; 2835 2.65 0 -0.85; 2836 2.65 0 -1.1; 2837 2.65 0 -1.35 67. 2838 2.4 0 1.15; 2839 2.4 0 1.4; 2840 2.4 0 1.65; 2841 2.4 0 1.9 68. 2842 2.4 0 2.15; 2843 2.4 0 2.4; 2844 2.4 0 2.65; 2845 2.4 0 2.9 69. 2846 2.4 0 3.15; 2847 2.4 0 3.4; 2848 2.4 0 3.65; 2849 2.4 0 0.9 70. 2850 2.4 0 0.65; 2851 2.4 0 0.4; 2852 2.4 0 0.15; 2853 2.4 0 -0.1 71. 2854 2.4 0 -0.35; 2855 2.4 0 -0.6; 2856 2.4 0 -0.85; 2857 2.4 0 -1.1 72. 2858 2.4 0 -1.35; 2859 2.15 0 1.15; 2860 2.15 0 1.4; 2861 2.15 0 1.65 73. 2862 2.15 0 1.9; 2863 2.15 0 2.15; 2864 2.15 0 2.4; 2865 2.15 0 2.65 74. 2866 2.15 0 2.9; 2867 2.15 0 3.15; 2868 2.15 0 3.4; 2869 2.15 0 3.65 75. 2870 2.15 0 0.9; 2871 2.15 0 0.65; 2872 2.15 0 0.4; 2873 2.15 0 0.15 76. 2874 2.15 0 -0.1; 2875 2.15 0 -0.35; 2876 2.15 0 -0.6; 2877 2.15 0 -0.85 77. 2878 2.15 0 -1.1; 2879 2.15 0 -1.35; 2880 1.9 0 1.15; 2881 1.9 0 1.4 78. 2882 1.9 0 1.65; 2883 1.9 0 1.9; 2884 1.9 0 2.15; 2885 1.9 0 2.4 79. 2886 1.9 0 2.65; 2887 1.9 0 2.9; 2888 1.9 0 3.15; 2889 1.9 0 3.4 80. 2890 1.9 0 3.65; 2891 1.9 0 0.9; 2892 1.9 0 0.65; 2893 1.9 0 0.4 81. 2894 1.9 0 0.15; 2895 1.9 0 -0.1; 2896 1.9 0 -0.35; 2897 1.9 0 -0.6 82. 2898 1.9 0 -0.85; 2899 1.9 0 -1.1; 2900 1.9 0 -1.35; 2901 1.65 0 1.9 83. 2902 1.65 0 2.15; 2903 1.65 0 2.4; 2904 1.65 0 2.65; 2905 1.65 0 2.9 84. 2906 1.65 0 3.15; 2907 1.65 0 3.4; 2908 1.65 0 3.65; 2909 1.65 0 0.4 85. 2910 1.65 0 0.15; 2911 1.65 0 -0.1; 2912 1.65 0 -0.35; 2913 1.65 0 -0.6 86. 2914 1.65 0 -0.85; 2915 1.65 0 -1.1; 2916 1.65 0 -1.35; 2917 1.4 0 1.9 87. 2918 1.4 0 2.15; 2919 1.4 0 2.4; 2920 1.4 0 2.65; 2921 1.4 0 2.9 88. 2922 1.4 0 3.15; 2923 1.4 0 3.4; 2924 1.4 0 3.65; 2925 1.4 0 0.4 89. 2926 1.4 0 0.15; 2927 1.4 0 -0.1; 2928 1.4 0 -0.35; 2929 1.4 0 -0.6 90. 2930 1.4 0 -0.85; 2931 1.4 0 -1.1; 2932 1.4 0 -1.35; 2933 1.15 0 1.9 91. 2934 1.15 0 2.15; 2935 1.15 0 2.4; 2936 1.15 0 2.65; 2937 1.15 0 2.9 92. 2938 1.15 0 3.15; 2939 1.15 0 3.4; 2940 1.15 0 3.65; 2941 1.15 0 0.4 93. 2942 1.15 0 0.15; 2943 1.15 0 -0.1; 2944 1.15 0 -0.35; 2945 1.15 0 -0.6 94. 2946 1.15 0 -0.85; 2947 1.15 0 -1.1; 2948 1.15 0 -1.35; 2949 0.9 0 1.9 95. 2950 0.9 0 2.15; 2951 0.9 0 2.4; 2952 0.9 0 2.65; 2953 0.9 0 2.9 96. 2954 0.9 0 3.15; 2955 0.9 0 3.4; 2956 0.9 0 3.65; 2957 0.9 0 0.4




97. 2958 0.9 0 0.15; 2959 0.9 0 -0.1; 2960 0.9 0 -0.35; 2961 0.9 0 -0.6 98. 2962 0.9 0 -0.85; 2963 0.9 0 -1.1; 2964 0.9 0 -1.35; 2965 0.65 0 1.9 99. 2966 0.65 0 2.15; 2967 0.65 0 2.4; 2968 0.65 0 2.65; 2969 0.65 0 2.9 100. 2970 0.65 0 3.15; 2971 0.65 0 3.4; 2972 0.65 0 3.65; 2973 0.65 0 0.4 101. 2974 0.65 0 0.15; 2975 0.65 0 -0.1; 2976 0.65 0 -0.35; 2977 0.65 0 -0.6 102. 2978 0.65 0 -0.85; 2979 0.65 0 -1.1; 2980 0.65 0 -1.35; 2981 0.4 0 1.15 103. 2982 0.4 0 1.4; 2983 0.4 0 1.65; 2984 0.4 0 1.9; 2985 0.4 0 2.15 104. 2986 0.4 0 2.4; 2987 0.4 0 2.65; 2988 0.4 0 2.9; 2989 0.4 0 3.15 105. 2990 0.4 0 3.4; 2991 0.4 0 3.65; 2992 0.4 0 0.9; 2993 0.4 0 0.65 106. 2994 0.4 0 0.4; 2995 0.4 0 0.15; 2996 0.4 0 -0.1; 2997 0.4 0 -0.35 107. 2998 0.4 0 -0.6; 2999 0.4 0 -0.85; 3000 0.4 0 -1.1; 3001 0.4 0 -1.35 108. 3002 0.15 0 1.15; 3003 0.15 0 1.4; 3004 0.15 0 1.65; 3005 0.15 0 1.9 109. 3006 0.15 0 2.15; 3007 0.15 0 2.4; 3008 0.15 0 2.65; 3009 0.15 0 2.9 110. 3010 0.15 0 3.15; 3011 0.15 0 3.4; 3012 0.15 0 3.65; 3013 0.15 0 0.9 111. 3014 0.15 0 0.65; 3015 0.15 0 0.4; 3016 0.15 0 0.15; 3017 0.15 0 -0.1 112. 3018 0.15 0 -0.35; 3019 0.15 0 -0.6; 3020 0.15 0 -0.85; 3021 0.15 0 -1.1 113. 3022 0.15 0 -1.35; 3023 -0.0999999 0 1.15; 3024 -0.0999999 0 1.4 114. 3025 -0.0999999 0 1.65; 3026 -0.0999999 0 1.9; 3027 -0.0999999 0 2.15 115. 3028 -0.0999999 0 2.4; 3029 -0.0999999 0 2.65; 3030 -0.0999999 0 2.9 116. 3031 -0.0999999 0 3.15; 3032 -0.0999999 0 3.4; 3033 -0.0999999 0 3.65 117. 3034 -0.0999999 0 0.9; 3035 -0.0999999 0 0.65; 3036 -0.0999999 0 0.4 118. 3037 -0.0999999 0 0.15; 3038 -0.0999999 0 -0.1; 3039 -0.0999999 0 -0.35 119. 3040 -0.0999999 0 -0.6; 3041 -0.0999999 0 -0.85; 3042 -0.0999999 0 -1.1 120. 3043 -0.0999999 0 -1.35; 3044 -0.35 0 1.15; 3045 -0.35 0 1.4 121. 3046 -0.35 0 1.65; 3047 -0.35 0 1.9; 3048 -0.35 0 2.15; 3049 -0.35 0 2.4 122. 3050 -0.35 0 2.65; 3051 -0.35 0 2.9; 3052 -0.35 0 3.15; 3053 -0.35 0 3.4 123. 3054 -0.35 0 3.65; 3055 -0.35 0 0.9; 3056 -0.35 0 0.65; 3057 -0.35 0 0.4 124. 3058 -0.35 0 0.15; 3059 -0.35 0 -0.1; 3060 -0.35 0 -0.35; 3061 -0.35 0 -0.6 125. 3062 -0.35 0 -0.85; 3063 -0.35 0 -1.1; 3064 -0.35 0 -1.35; 3065 -0.6 0 1.15 126. 3066 -0.6 0 1.4; 3067 -0.6 0 1.65; 3068 -0.6 0 1.9; 3069 -0.6 0 2.15 127. 3070 -0.6 0 2.4; 3071 -0.6 0 2.65; 3072 -0.6 0 2.9; 3073 -0.6 0 3.15 128. 3074 -0.6 0 3.4; 3075 -0.6 0 3.65; 3076 -0.6 0 0.9; 3077 -0.6 0 0.65 129. 3078 -0.6 0 0.4; 3079 -0.6 0 0.15; 3080 -0.6 0 -0.1; 3081 -0.6 0 -0.35 130. 3082 -0.6 0 -0.6; 3083 -0.6 0 -0.85; 3084 -0.6 0 -1.1; 3085 -0.6 0 -1.35 131. 3086 -0.85 0 1.15; 3087 -0.85 0 1.4; 3088 -0.85 0 1.65; 3089 -0.85 0 1.9 132. 3090 -0.85 0 2.15; 3091 -0.85 0 2.4; 3092 -0.85 0 2.65; 3093 -0.85 0 2.9 133. 3094 -0.85 0 3.15; 3095 -0.85 0 3.4; 3096 -0.85 0 3.65; 3097 -0.85 0 0.9 134. 3098 -0.85 0 0.65; 3099 -0.85 0 0.4; 3100 -0.85 0 0.15; 3101 -0.85 0 -0.1 135. 3102 -0.85 0 -0.35; 3103 -0.85 0 -0.6; 3104 -0.85 0 -0.85; 3105 -0.85 0 -1.1 136. 3106 -0.85 0 -1.35; 3107 -1.1 0 1.15; 3108 -1.1 0 1.4; 3109 -1.1 0 1.65 137. 3110 -1.1 0 1.9; 3111 -1.1 0 2.15; 3112 -1.1 0 2.4; 3113 -1.1 0 2.65 138. 3114 -1.1 0 2.9; 3115 -1.1 0 3.15; 3116 -1.1 0 3.4; 3117 -1.1 0 3.65 139. 3118 -1.1 0 0.9; 3119 -1.1 0 0.65; 3120 -1.1 0 0.4; 3121 -1.1 0 0.15 140. 3122 -1.1 0 -0.1; 3123 -1.1 0 -0.35; 3124 -1.1 0 -0.6; 3125 -1.1 0 -0.85 141. 3126 -1.1 0 -1.1; 3127 -1.1 0 -1.35; 3128 -1.35 0 1.15; 3129 -1.35 0 1.4 142. 3130 -1.35 0 1.65; 3131 -1.35 0 1.9; 3132 -1.35 0 2.15; 3133 -1.35 0 2.4 143. 3134 -1.35 0 2.65; 3135 -1.35 0 2.9; 3136 -1.35 0 3.15; 3137 -1.35 0 3.4 144. 3138 -1.35 0 3.65; 3139 -1.35 0 0.9; 3140 -1.35 0 0.65; 3141 -1.35 0 0.4 145. 3142 -1.35 0 0.15; 3143 -1.35 0 -0.1; 3144 -1.35 0 -0.35; 3145 -1.35 0 -0.6 146. 3146 -1.35 0 -0.85; 3147 -1.35 0 -1.1; 3148 -1.35 0 -1.35; 3149 1.15 1 1.15 147. 3150 1.4 1 1.15; 3151 1.15 1 1.4; 3152 1.4 1 1.4; 3153 1.65 1 1.15 148. 3154 1.65 1 1.4; 3155 0.9 1 1.15; 3156 0.9 1 1.4; 3157 0.65 1 1.15 149. 3158 0.65 1 1.4; 3159 1.15 1 1.65; 3160 1.4 1 1.65; 3161 1.65 1 1.65 150. 3162 0.9 1 1.65; 3163 0.65 1 1.65; 3164 1.15 1 0.9; 3165 1.4 1 0.9 151. 3166 1.65 1 0.9; 3167 0.9 1 0.9; 3168 0.65 1 0.9; 3169 1.15 1 0.65 152. 3170 1.4 1 0.65; 3171 1.65 1 0.65; 3172 0.9 1 0.65; 3173 0.65 1 0.65




153. MEMBER INCIDENCES 154. 2118 1105 2675; 3605 2211 2676; 3606 2214 2679; 3607 2232 2681; 3608 2234 2683 155. 3609 2212 2677; 3610 2213 2678; 3611 2215 2680; 3612 2233 2682; 3613 2235 2684 156. 3614 2252 2685; 3615 2253 2686; 3616 2254 2687; 3617 2263 2688; 3618 2264 2689 157. 3619 2441 2690; 3620 2442 2691; 3621 2443 2692; 3622 2452 2693; 3623 2453 2694 158. 3624 2462 2695; 3625 2463 2696; 3626 2464 2697; 3627 2473 2698; 3628 2474 2699 159. 3629 2675 2700; 3630 2676 2701; 3631 2677 2702; 3632 2678 2703; 3633 2679 2704 160. 3634 2680 2705; 3635 2681 2706; 3636 2682 2707; 3637 2683 2708; 3638 2684 2709 161. 3639 2685 2710; 3640 2686 2711; 3641 2687 2712; 3642 2688 2713; 3643 2689 2714 162. 3644 2690 2715; 3645 2691 2716; 3646 2692 2717; 3647 2693 2718; 3648 2694 2719 163. 3649 2695 2720; 3650 2696 2721; 3651 2697 2722; 3652 2698 2723; 3653 2699 2724 164. 3654 2675 2676; 3655 2677 2678; 3656 2675 2677; 3657 2676 2678; 3658 2676 2679 165. 3659 2678 2680; 3660 2679 2680; 3661 2681 2675; 3662 2682 2677; 3663 2681 2682 166. 3664 2683 2681; 3665 2684 2682; 3666 2683 2684; 3667 2685 2686; 3668 2677 2685 167. 3669 2678 2686; 3670 2686 2687; 3671 2680 2687; 3672 2688 2685; 3673 2682 2688 168. 3674 2689 2688; 3675 2684 2689; 3676 2690 2691; 3677 2690 2675; 3678 2691 2676 169. 3679 2691 2692; 3680 2692 2679; 3681 2693 2690; 3682 2693 2681; 3683 2694 2693 170. 3684 2694 2683; 3685 2695 2696; 3686 2695 2690; 3687 2696 2691; 3688 2696 2697 171. 3689 2697 2692; 3690 2698 2695; 3691 2698 2693; 3692 2699 2698; 3693 2699 2694 172. 3694 2700 2725; 3695 2701 2726; 3696 2702 2727; 3697 2703 2728; 3698 2704 2729 173. 3699 2705 2730; 3700 2706 2731; 3701 2707 2732; 3702 2708 2733; 3703 2709 2734 174. 3704 2710 2735; 3705 2711 2736; 3706 2712 2737; 3707 2713 2738; 3708 2714 2739 175. 3709 2715 2740; 3710 2716 2741; 3711 2717 2742; 3712 2718 2743; 3713 2719 2744 176. 3714 2720 2745; 3715 2721 2746; 3716 2722 2747; 3717 2723 2748; 3718 2724 2749 177. 3719 2700 2701; 3720 2702 2703; 3721 2700 2702; 3722 2701 2703; 3723 2701 2704 178. 3724 2703 2705; 3725 2704 2705; 3726 2706 2700; 3727 2707 2702; 3728 2706 2707 179. 3729 2708 2706; 3730 2709 2707; 3731 2708 2709; 3732 2710 2711; 3733 2702 2710 180. 3734 2703 2711; 3735 2711 2712; 3736 2705 2712; 3737 2713 2710; 3738 2707 2713 181. 3739 2714 2713; 3740 2709 2714; 3741 2715 2716; 3742 2715 2700; 3743 2716 2701 182. 3744 2716 2717; 3745 2717 2704; 3746 2718 2715; 3747 2718 2706; 3748 2719 2718 183. 3749 2719 2708; 3750 2720 2721; 3751 2720 2715; 3752 2721 2716; 3753 2721 2722 184. 3754 2722 2717; 3755 2723 2720; 3756 2723 2718; 3757 2724 2723; 3758 2724 2719 185. 3759 2725 3149; 3760 2726 3150; 3761 2727 3151; 3762 2728 3152; 3763 2729 3153 186. 3764 2730 3154; 3765 2731 3155; 3766 2732 3156; 3767 2733 3157; 3768 2734 3158 187. 3769 2735 3159; 3770 2736 3160; 3771 2737 3161; 3772 2738 3162; 3773 2739 3163 188. 3774 2740 3164; 3775 2741 3165; 3776 2742 3166; 3777 2743 3167; 3778 2744 3168 189. 3779 2745 3169; 3780 2746 3170; 3781 2747 3171; 3782 2748 3172; 3783 2749 3173 190. 3784 2725 2726; 3785 2727 2728; 3786 2725 2727; 3787 2726 2728; 3788 2726 2729 191. 3789 2728 2730; 3790 2729 2730; 3791 2731 2725; 3792 2732 2727; 3793 2731 2732 192. 3794 2733 2731; 3795 2734 2732; 3796 2733 2734; 3797 2735 2736; 3798 2727 2735 193. 3799 2728 2736; 3800 2736 2737; 3801 2730 2737; 3802 2738 2735; 3803 2732 2738 194. 3804 2739 2738; 3805 2734 2739; 3806 2740 2741; 3807 2740 2725; 3808 2741 2726 195. 3809 2741 2742; 3810 2742 2729; 3811 2743 2740; 3812 2743 2731; 3813 2744 2743 196. 3814 2744 2733; 3815 2745 2746; 3816 2745 2740; 3817 2746 2741; 3818 2746 2747 197. 3819 2747 2742; 3820 2748 2745; 3821 2748 2743; 3822 2749 2748; 3823 2749 2744 198. 3882 2210 2651; 3883 2655 2656; 3884 2210 2655; 3885 2651 2656; 3886 2651 2652 199. 3887 2656 2657; 3888 2652 2657; 3889 2653 2210; 3890 2658 2655; 3891 2653 2658 200. 3892 2654 2653; 3893 2659 2658; 3894 2654 2659; 3895 2660 2661; 3896 2655 2660 201. 3897 2656 2661; 3898 2661 2662; 3899 2657 2662; 3900 2663 2660; 3901 2658 2663 202. 3902 2664 2663; 3903 2659 2664; 3904 2665 2666; 3905 2665 2210; 3906 2666 2651 203. 3907 2666 2667; 3908 2667 2652; 3909 2668 2665; 3910 2668 2653; 3911 2669 2668 204. 3912 2669 2654; 3913 2670 2671; 3914 2670 2665; 3915 2671 2666; 3916 2671 2672 205. 3917 2672 2667; 3918 2673 2670; 3919 2673 2668; 3920 2674 2673; 3921 2674 2669 206. 4168 2214 2215; 4171 2215 2254; 4189 2443 2214; 4191 2464 2443; 4209 2211 2213 207. 4210 2211 2214; 4211 2213 2215; 4212 2213 2253; 4213 2253 2254; 4230 2442 2211 208. 4231 2442 2443; 4232 2463 2442; 4233 2463 2464; 4250 1105 2212; 4251 1105 2211




209. 4252 2212 2213; 4253 2212 2252; 4254 2252 2253; 4271 2441 1105; 4272 2441 2442 210. 4273 2462 2441; 4274 2462 2463; 4291 2232 2233; 4292 2232 1105; 4293 2233 2212 211. 4294 2233 2263; 4295 2263 2252; 4312 2452 2232; 4313 2452 2441; 4314 2473 2452 212. 4315 2473 2462; 4332 2234 2235; 4333 2234 2232; 4334 2235 2233; 4335 2235 2264 213. 4336 2264 2263; 4353 2453 2234; 4354 2453 2452; 4355 2474 2453; 4356 2474 2473 214. 4701 3149 2210; 4702 3150 2651; 4703 3151 2655; 4704 3152 2656; 4705 3153 2652 215. 4706 3154 2657; 4707 3155 2653; 4708 3156 2658; 4709 3157 2654; 4710 3158 2659 216. 4711 3159 2660; 4712 3160 2661; 4713 3161 2662; 4714 3162 2663; 4715 3163 2664 217. 4716 3164 2665; 4717 3165 2666; 4718 3166 2667; 4719 3167 2668; 4720 3168 2669 218. 4721 3169 2670; 4722 3170 2671; 4723 3171 2672; 4724 3172 2673; 4725 3173 2674 219. 4726 3149 3150; 4727 3151 3152; 4728 3149 3151; 4729 3150 3152; 4730 3150 3153 220. 4731 3152 3154; 4732 3153 3154; 4733 3155 3149; 4734 3156 3151; 4735 3155 3156 221. 4736 3157 3155; 4737 3158 3156; 4738 3157 3158; 4739 3159 3160; 4740 3151 3159 222. 4741 3152 3160; 4742 3160 3161; 4743 3154 3161; 4744 3162 3159; 4745 3156 3162 223. 4746 3163 3162; 4747 3158 3163; 4748 3164 3165; 4749 3164 3149; 4750 3165 3150 224. 4751 3165 3166; 4752 3166 3153; 4753 3167 3164; 4754 3167 3155; 4755 3168 3167 225. 4756 3168 3157; 4757 3169 3170; 4758 3169 3164; 4759 3170 3165; 4760 3170 3171 226. 4761 3171 3166; 4762 3172 3169; 4763 3172 3167; 4764 3173 3172; 4765 3173 3168 227. ELEMENT INCIDENCES SHELL 228. 4766 3138 3137 3116 3117; 4767 3117 3116 3095 3096; 4768 3096 3095 3074 3075 229. 4769 3075 3074 3053 3054; 4770 3054 3053 3032 3033; 4771 3033 3032 3011 3012 230. 4772 3012 3011 2990 2991; 4773 2991 2990 2971 2972; 4774 2972 2971 2955 2956 231. 4775 2956 2955 2939 2940; 4776 2940 2939 2923 2924; 4777 2924 2923 2907 2908 232. 4778 2908 2907 2889 2890; 4779 2890 2889 2868 2869; 4780 2869 2868 2847 2848 233. 4781 2848 2847 2826 2827; 4782 2827 2826 2805 2806; 4783 2806 2805 2784 2785 234. 4784 2785 2784 2408 2429; 4785 2429 2408 2409 2430; 4786 3137 3136 3115 3116 235. 4787 3116 3115 3094 3095; 4788 3095 3094 3073 3074; 4789 3074 3073 3052 3053 236. 4790 3053 3052 3031 3032; 4791 3032 3031 3010 3011; 4792 3011 3010 2989 2990 237. 4793 2990 2989 2970 2971; 4794 2971 2970 2954 2955; 4795 2955 2954 2938 2939 238. 4796 2939 2938 2922 2923; 4797 2923 2922 2906 2907; 4798 2907 2906 2888 2889 239. 4799 2889 2888 2867 2868; 4800 2868 2867 2846 2847; 4801 2847 2846 2825 2826 240. 4802 2826 2825 2804 2805; 4803 2805 2804 2783 2784; 4804 2784 2783 2387 2408 241. 4805 2408 2387 2388 2409; 4806 3136 3135 3114 3115; 4807 3115 3114 3093 3094 242. 4808 3094 3093 3072 3073; 4809 3073 3072 3051 3052; 4810 3052 3051 3030 3031 243. 4811 3031 3030 3009 3010; 4812 3010 3009 2988 2989; 4813 2989 2988 2969 2970 244. 4814 2970 2969 2953 2954; 4815 2954 2953 2937 2938; 4816 2938 2937 2921 2922 245. 4817 2922 2921 2905 2906; 4818 2906 2905 2887 2888; 4819 2888 2887 2866 2867 246. 4820 2867 2866 2845 2846; 4821 2846 2845 2824 2825; 4822 2825 2824 2803 2804 247. 4823 2804 2803 2782 2783; 4824 2783 2782 2366 2387; 4825 2387 2366 2367 2388 248. 4826 3135 3134 3113 3114; 4827 3114 3113 3092 3093; 4828 3093 3092 3071 3072 249. 4829 3072 3071 3050 3051; 4830 3051 3050 3029 3030; 4831 3030 3029 3008 3009 250. 4832 3009 3008 2987 2988; 4833 2988 2987 2968 2969; 4834 2969 2968 2952 2953 251. 4835 2953 2952 2936 2937; 4836 2937 2936 2920 2921; 4837 2921 2920 2904 2905 252. 4838 2905 2904 2886 2887; 4839 2887 2886 2865 2866; 4840 2866 2865 2844 2845 253. 4841 2845 2844 2823 2824; 4842 2824 2823 2802 2803; 4843 2803 2802 2781 2782 254. 4844 2782 2781 2345 2366; 4845 2366 2345 2346 2367; 4846 3134 3133 3112 3113 255. 4847 3113 3112 3091 3092; 4848 3092 3091 3070 3071; 4849 3071 3070 3049 3050 256. 4850 3050 3049 3028 3029; 4851 3029 3028 3007 3008; 4852 3008 3007 2986 2987 257. 4853 2987 2986 2967 2968; 4854 2968 2967 2951 2952; 4855 2952 2951 2935 2936 258. 4856 2936 2935 2919 2920; 4857 2920 2919 2903 2904; 4858 2904 2903 2885 2886 259. 4859 2886 2885 2864 2865; 4860 2865 2864 2843 2844; 4861 2844 2843 2822 2823 260. 4862 2823 2822 2801 2802; 4863 2802 2801 2780 2781; 4864 2781 2780 2324 2345 261. 4865 2345 2324 2325 2346; 4866 3133 3132 3111 3112; 4867 3112 3111 3090 3091 262. 4868 3091 3090 3069 3070; 4869 3070 3069 3048 3049; 4870 3049 3048 3027 3028 263. 4871 3028 3027 3006 3007; 4872 3007 3006 2985 2986; 4873 2986 2985 2966 2967 264. 4874 2967 2966 2950 2951; 4875 2951 2950 2934 2935; 4876 2935 2934 2918 2919




265. 4877 2919 2918 2902 2903; 4878 2903 2902 2884 2885; 4879 2885 2884 2863 2864 266. 4880 2864 2863 2842 2843; 4881 2843 2842 2821 2822; 4882 2822 2821 2800 2801 267. 4883 2801 2800 2779 2780; 4884 2780 2779 2303 2324; 4885 2324 2303 2304 2325 268. 4886 3132 3131 3110 3111; 4887 3111 3110 3089 3090; 4888 3090 3089 3068 3069 269. 4889 3069 3068 3047 3048; 4890 3048 3047 3026 3027; 4891 3027 3026 3005 3006 270. 4892 3006 3005 2984 2985; 4893 2985 2984 2965 2966; 4894 2966 2965 2949 2950 271. 4895 2950 2949 2933 2934; 4896 2934 2933 2917 2918; 4897 2918 2917 2901 2902 272. 4898 2902 2901 2883 2884; 4899 2884 2883 2862 2863; 4900 2863 2862 2841 2842 273. 4901 2842 2841 2820 2821; 4902 2821 2820 2799 2800; 4903 2800 2799 2778 2779 274. 4904 2779 2778 2282 2303; 4905 2303 2282 2283 2304; 4906 3131 3130 3109 3110 275. 4907 3110 3109 3088 3089; 4908 3089 3088 3067 3068; 4909 3068 3067 3046 3047 276. 4910 3047 3046 3025 3026; 4911 3026 3025 3004 3005; 4912 3005 3004 2983 2984 277. 4913 2984 2983 2264 2965; 4914 2965 2264 2263 2949; 4915 2949 2263 2252 2933 278. 4916 2933 2252 2253 2917; 4917 2917 2253 2254 2901; 4918 2901 2254 2882 2883 279. 4919 2883 2882 2861 2862; 4920 2862 2861 2840 2841; 4921 2841 2840 2819 2820 280. 4922 2820 2819 2798 2799; 4923 2799 2798 2777 2778; 4924 2778 2777 2261 2282 281. 4925 2282 2261 2262 2283; 4926 3140 3141 3120 3119; 4927 3119 3120 3099 3098 282. 4928 3098 3099 3078 3077; 4929 3077 3078 3057 3056; 4930 3056 3057 3036 3035 283. 4931 3035 3036 3015 3014; 4932 3014 3015 2994 2993; 4933 2993 2994 2973 2474 284. 4934 2474 2973 2957 2473; 4935 2473 2957 2941 2462; 4936 2462 2941 2925 2463 285. 4937 2463 2925 2909 2464; 4938 2464 2909 2893 2892; 4939 2892 2893 2872 2871 286. 4940 2871 2872 2851 2850; 4941 2850 2851 2830 2829; 4942 2829 2830 2809 2808 287. 4943 2808 2809 2788 2787; 4944 2787 2788 2492 2471; 4945 2471 2492 2493 2472 288. 4946 3141 3142 3121 3120; 4947 3120 3121 3100 3099; 4948 3099 3100 3079 3078 289. 4949 3078 3079 3058 3057; 4950 3057 3058 3037 3036; 4951 3036 3037 3016 3015 290. 4952 3015 3016 2995 2994; 4953 2994 2995 2974 2973; 4954 2973 2974 2958 2957 291. 4955 2957 2958 2942 2941; 4956 2941 2942 2926 2925; 4957 2925 2926 2910 2909 292. 4958 2909 2910 2894 2893; 4959 2893 2894 2873 2872; 4960 2872 2873 2852 2851 293. 4961 2851 2852 2831 2830; 4962 2830 2831 2810 2809; 4963 2809 2810 2789 2788 294. 4964 2788 2789 2513 2492; 4965 2492 2513 2514 2493; 4966 3142 3143 3122 3121 295. 4967 3121 3122 3101 3100; 4968 3100 3101 3080 3079; 4969 3079 3080 3059 3058 296. 4970 3058 3059 3038 3037; 4971 3037 3038 3017 3016; 4972 3016 3017 2996 2995 297. 4973 2995 2996 2975 2974; 4974 2974 2975 2959 2958; 4975 2958 2959 2943 2942 298. 4976 2942 2943 2927 2926; 4977 2926 2927 2911 2910; 4978 2910 2911 2895 2894 299. 4979 2894 2895 2874 2873; 4980 2873 2874 2853 2852; 4981 2852 2853 2832 2831 300. 4982 2831 2832 2811 2810; 4983 2810 2811 2790 2789; 4984 2789 2790 2534 2513 301. 4985 2513 2534 2535 2514; 4986 3143 3144 3123 3122; 4987 3122 3123 3102 3101 302. 4988 3101 3102 3081 3080; 4989 3080 3081 3060 3059; 4990 3059 3060 3039 3038 303. 4991 3038 3039 3018 3017; 4992 3017 3018 2997 2996; 4993 2996 2997 2976 2975 304. 4994 2975 2976 2960 2959; 4995 2959 2960 2944 2943; 4996 2943 2944 2928 2927 305. 4997 2927 2928 2912 2911; 4998 2911 2912 2896 2895; 4999 2895 2896 2875 2874 306. 5000 2874 2875 2854 2853; 5001 2853 2854 2833 2832; 5002 2832 2833 2812 2811 307. 5003 2811 2812 2791 2790; 5004 2790 2791 2555 2534; 5005 2534 2555 2556 2535 308. 5006 3144 3145 3124 3123; 5007 3123 3124 3103 3102; 5008 3102 3103 3082 3081 309. 5009 3081 3082 3061 3060; 5010 3060 3061 3040 3039; 5011 3039 3040 3019 3018 310. 5012 3018 3019 2998 2997; 5013 2997 2998 2977 2976; 5014 2976 2977 2961 2960 311. 5015 2960 2961 2945 2944; 5016 2944 2945 2929 2928; 5017 2928 2929 2913 2912 312. 5018 2912 2913 2897 2896; 5019 2896 2897 2876 2875; 5020 2875 2876 2855 2854 313. 5021 2854 2855 2834 2833; 5022 2833 2834 2813 2812; 5023 2812 2813 2792 2791 314. 5024 2791 2792 2576 2555; 5025 2555 2576 2577 2556; 5026 3145 3146 3125 3124 315. 5027 3124 3125 3104 3103; 5028 3103 3104 3083 3082; 5029 3082 3083 3062 3061 316. 5030 3061 3062 3041 3040; 5031 3040 3041 3020 3019; 5032 3019 3020 2999 2998 317. 5033 2998 2999 2978 2977; 5034 2977 2978 2962 2961; 5035 2961 2962 2946 2945 318. 5036 2945 2946 2930 2929; 5037 2929 2930 2914 2913; 5038 2913 2914 2898 2897 319. 5039 2897 2898 2877 2876; 5040 2876 2877 2856 2855; 5041 2855 2856 2835 2834 320. 5042 2834 2835 2814 2813; 5043 2813 2814 2793 2792; 5044 2792 2793 2597 2576




321. 5045 2576 2597 2598 2577; 5046 3146 3147 3126 3125; 5047 3125 3126 3105 3104 322. 5048 3104 3105 3084 3083; 5049 3083 3084 3063 3062; 5050 3062 3063 3042 3041 323. 5051 3041 3042 3021 3020; 5052 3020 3021 3000 2999; 5053 2999 3000 2979 2978 324. 5054 2978 2979 2963 2962; 5055 2962 2963 2947 2946; 5056 2946 2947 2931 2930 325. 5057 2930 2931 2915 2914; 5058 2914 2915 2899 2898; 5059 2898 2899 2878 2877 326. 5060 2877 2878 2857 2856; 5061 2856 2857 2836 2835; 5062 2835 2836 2815 2814 327. 5063 2814 2815 2794 2793; 5064 2793 2794 2618 2597; 5065 2597 2618 2619 2598 328. 5066 3147 3148 3127 3126; 5067 3126 3127 3106 3105; 5068 3105 3106 3085 3084 329. 5069 3084 3085 3064 3063; 5070 3063 3064 3043 3042; 5071 3042 3043 3022 3021 330. 5072 3021 3022 3001 3000; 5073 3000 3001 2980 2979; 5074 2979 2980 2964 2963 331. 5075 2963 2964 2948 2947; 5076 2947 2948 2932 2931; 5077 2931 2932 2916 2915 332. 5078 2915 2916 2900 2899; 5079 2899 2900 2879 2878; 5080 2878 2879 2858 2857 333. 5081 2857 2858 2837 2836; 5082 2836 2837 2816 2815; 5083 2815 2816 2795 2794 334. 5084 2794 2795 2639 2618; 5085 2618 2639 2640 2619; 5086 3130 3129 3108 3109 335. 5087 3109 3108 3087 3088; 5088 3088 3087 3066 3067; 5089 3067 3066 3045 3046 336. 5090 3046 3045 3024 3025; 5091 3025 3024 3003 3004; 5092 3004 3003 2982 2983 337. 5093 2983 2982 2235 2264; 5094 2254 2215 2881 2882; 5095 2882 2881 2860 2861 338. 5096 2861 2860 2839 2840; 5097 2840 2839 2818 2819; 5098 2819 2818 2797 2798 339. 5099 2798 2797 2776 2777; 5100 2777 2776 2229 2261; 5101 2261 2229 2231 2262 340. 5102 3129 3128 3107 3108; 5103 3108 3107 3086 3087; 5104 3087 3086 3065 3066 341. 5105 3066 3065 3044 3045; 5106 3045 3044 3023 3024; 5107 3024 3023 3002 3003 342. 5108 3003 3002 2981 2982; 5109 2982 2981 2234 2235; 5110 2215 2214 2880 2881 343. 5111 2881 2880 2859 2860; 5112 2860 2859 2838 2839; 5113 2839 2838 2817 2818 344. 5114 2818 2817 2796 2797; 5115 2797 2796 2775 2776; 5116 2776 2775 2228 2229 345. 5117 2229 2228 2230 2231; 5118 3128 3139 3118 3107; 5119 3107 3118 3097 3086 346. 5120 3086 3097 3076 3065; 5121 3065 3076 3055 3044; 5122 3044 3055 3034 3023 347. 5123 3023 3034 3013 3002; 5124 3002 3013 2992 2981; 5125 2981 2992 2453 2234 348. 5126 2214 2443 2891 2880; 5127 2880 2891 2870 2859; 5128 2859 2870 2849 2838 349. 5129 2838 2849 2828 2817; 5130 2817 2828 2807 2796; 5131 2796 2807 2786 2775 350. 5132 2775 2786 2450 2228; 5133 2228 2450 2451 2230; 5134 3139 3140 3119 3118 351. 5135 3118 3119 3098 3097; 5136 3097 3098 3077 3076; 5137 3076 3077 3056 3055 352. 5138 3055 3056 3035 3034; 5139 3034 3035 3014 3013; 5140 3013 3014 2993 2992 353. 5141 2992 2993 2474 2453; 5142 2443 2464 2892 2891; 5143 2891 2892 2871 2870 354. 5144 2870 2871 2850 2849; 5145 2849 2850 2829 2828; 5146 2828 2829 2808 2807 355. 5147 2807 2808 2787 2786; 5148 2786 2787 2471 2450; 5149 2450 2471 2472 2451 356. 5150 2264 2235 2233 2263; 5151 2235 2234 2232 2233; 5152 2234 2453 2452 2232 357. 5153 2453 2474 2473 2452; 5154 2263 2233 2212 2252; 5155 2233 2232 1105 2212 358. 5156 2232 2452 2441 1105; 5157 2452 2473 2462 2441; 5158 2252 2212 2213 2253 359. 5159 2212 1105 2211 2213; 5160 1105 2441 2442 2211; 5161 2441 2462 2463 2442 360. 5162 2253 2213 2215 2254; 5163 2213 2211 2214 2215; 5164 2211 2442 2443 2214 361. 5165 2442 2463 2464 2443 362. ELEMENT PROPERTY 363. 4766 TO 5165 THICKNESS 0.43 364. DEFINE MATERIAL START 365. ISOTROPIC CONCRETE 366. E 2.17185E+007 367. POISSON 0.17 368. DENSITY 23.5616 369. ALPHA 1E-005 370. DAMP 0.05 371. END DEFINE MATERIAL 372. MEMBER PROPERTY AMERICAN 373. 2118 3605 TO 3653 3694 TO 3718 3759 TO 3783 4701 TO 4725 PRIS YD 0.26 ZD 0.26 374. MEMBER PROPERTY AMERICAN 375. 4168 4171 4189 4191 4209 TO 4213 4230 TO 4233 4250 TO 4254 4271 TO 4274 4291 - 376. 4292 TO 4295 4312 TO 4315 4332 TO 4336 4353 TO 4356 PRIS YD 0.43 ZD 0.25




377. 3654 TO 3693 3719 TO 3758 3784 TO 3823 3882 TO 3921 4726 TO 4764 - 378. 4765 PRIS YD 0.001 ZD 0.25 379. CONSTANTS 380. MATERIAL CONCRETE ALL 381. SUPPORTS 382. 2783 2793 3094 3104 PINNED 383. LOAD 1 LOADTYPE NONE TITLE SW 384. JOINT LOAD 385. 2210 FY -30 386. SELFWEIGHT Y -1 387. ELEMENT LOAD 388. 4766 TO 5165 PR GY -10.26 389. LOAD 2 LOADTYPE NONE TITLE O DEGREE 390. JOINT LOAD 391. 2210 FX 20 FY -30 MZ -356 392. SELFWEIGHT Y -1 393. ELEMENT LOAD 394. 4766 TO 5165 PR GY -10.26 395. LOAD 3 LOADTYPE NONE TITLE 3O DEGREE 396. JOINT LOAD 397. 2210 FX 18 FY -30 FZ 12 MX 223 MZ -314 398. SELFWEIGHT Y -1 399. ELEMENT LOAD 400. 4766 TO 5165 PR GY -10.26 401. LOAD 4 LOADTYPE NONE TITLE 6O DEGREE 402. JOINT LOAD 403. 2210 FX 12 FY -30 FZ 18 MX 327 MZ -209 404. SELFWEIGHT Y -1 405. ELEMENT LOAD 406. 4766 TO 5165 PR GY -10.26 407. LOAD 5 LOADTYPE NONE TITLE 9O DEGREE 408. JOINT LOAD 409. 2210 FY -30 FZ 20 MX 370 410. SELFWEIGHT Y -1 411. ELEMENT LOAD 412. 4766 TO 5165 PR GY -10.26 413. LOAD 6 LOADTYPE NONE TITLE 120 DEGREE 414. JOINT LOAD 415. 2210 FX 12 FY -30 FZ 18 MX 327 MZ -209 416. SELFWEIGHT Y -1 417. ELEMENT LOAD 418. 4766 TO 5165 PR GY -10.26 419. LOAD 7 LOADTYPE NONE TITLE 150 DEGREE 420. JOINT LOAD 421. 2210 FX 18 FY -30 FZ 12 MX 223 MZ -314 422. SELFWEIGHT Y -1 423. ELEMENT LOAD 424. 4766 TO 5165 PR GY -10.26 425. LOAD 8 LOADTYPE NONE TITLE 180 DEGREE 426. JOINT LOAD 427. 2210 FX 20 FY -30 MZ -356 428. SELFWEIGHT Y -1 429. ELEMENT LOAD 430. 4766 TO 5165 PR GY -10.26 431. LOAD 9 LOADTYPE NONE TITLE 210 DEGREE 432. JOINT LOAD




433. 2210 FX 18 FY -30 FZ 12 MX 223 MZ -313 434. SELFWEIGHT Y -1 435. ELEMENT LOAD 436. 4766 TO 5165 PR GY -10.26 437. LOAD 10 LOADTYPE NONE TITLE 240 DEGREE 438. JOINT LOAD 439. 2210 FX 12 FY -30 FZ 18 MX 327 MZ -209 440. SELFWEIGHT Y -1 441. ELEMENT LOAD 442. 4766 TO 5165 PR GY -10.26 443. LOAD 11 LOADTYPE NONE TITLE 270 DEGREE 444. JOINT LOAD 445. 2210 FY -30 FZ 20 MX 370 446. SELFWEIGHT Y -1 447. ELEMENT LOAD 448. 4766 TO 5165 PR GY -10.26 449. LOAD 12 LOADTYPE NONE TITLE 300 DEGREE 450. JOINT LOAD 451. 2210 FX 12 FY -30 FZ 18 MX 327 MZ -209 452. SELFWEIGHT Y -1 453. ELEMENT LOAD 454. 4766 TO 5165 PR GY -10.26 455. LOAD 13 LOADTYPE NONE TITLE 330 DEGREE 456. JOINT LOAD 457. 2210 FX 18 FY -30 FZ 12 MX 223 MZ -313 458. SELFWEIGHT Y -1 459. ELEMENT LOAD 460. 4766 TO 5165 PR GY -10.26 461. 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 = 566/ 765/ 4 ORIGINAL/FINAL BAND-WIDTH= 540/ 50/ 306 DOF TOTAL PRIMARY LOAD CASES = 13, TOTAL DEGREES OF FREEDOM = 3384 SIZE OF STIFFNESS MATRIX = 1036 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 26.4/ 6757.5 MB

462. FINISH


Software licensed to DevilCry

Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

1

29-Nov-10

05-Oct-2012 16:2730m Monopole (r.c.piles pile to set-5X5)rev05.std

Print Time/Date: 05/10/2012 16:34 Print Run 1 of 3STAAD.Pro for Windows Release 2007

Node Displacement SummaryNode L/C X

(mm)

Y

(mm)

Z

(mm)

Resultant

(mm)

rX

(deg)

rY

(deg)

rZ

(deg)

Max X 2210 2:O DEGREE 8.063 -1.065 0.000 8.133 0.000 0.000 -1.381

Min X 2675 2:O DEGREE -0.106 -1.045 0.000 1.050 0.000 0.000 -0.028

Max Y 2430 3:3O DEGREE 0.000 0.569 0.000 0.569 -0.035 -0.000 0.033

Min Y 2933 5:9O DEGREE 0.000 -1.177 0.002 1.177 0.001 0.000 0.000

Max Z 2210 5:9O DEGREE 0.000 -1.065 8.368 8.435 1.435 -0.000 -0.000

Min Z 2675 5:9O DEGREE 0.000 -1.045 -0.111 1.051 0.029 -0.000 -0.000

Max rX 2210 5:9O DEGREE 0.000 -1.065 8.368 8.435 1.435 -0.000 -0.000

Min rX 2366 3:3O DEGREE 0.000 -0.047 0.000 0.047 -0.038 -0.000 0.030

Max rY 2651 5:9O DEGREE -0.027 -1.033 1.791 2.068 0.118 0.068 0.001

Min rY 2653 5:9O DEGREE 0.027 -1.033 1.791 2.068 0.118 -0.068 -0.001

Max rZ 2805 4:6O DEGREE 0.000 -0.049 0.000 0.049 -0.029 0.000 0.038

Min rZ 2210 2:O DEGREE 8.063 -1.065 0.000 8.133 0.000 0.000 -1.381

Max Rst 2210 4:6O DEGREE 4.738 -1.065 7.401 8.852 1.268 -0.000 -0.811

Reaction SummaryHorizontal Vertical Horizontal Moment

Node L/C FX

(kN)

FY

(kN)

FZ

(kN)

MX

(kN-m)

MY

(kN-m)

MZ

(kN-m)

Max FX 3094 5:9O DEGREE 2.064 202.548 -5.232 0.000 0.000 0.000

Min FX 2783 3:3O DEGREE -5.831 224.923 -4.887 0.000 0.000 0.000

Max FY 2783 3:3O DEGREE -5.831 224.923 -4.887 0.000 0.000 0.000

Min FY 3104 3:3O DEGREE -5.367 81.673 -4.423 0.000 0.000 0.000

Max FZ 2793 2:O DEGREE -5.232 200.798 2.068 0.000 0.000 0.000

Min FZ 2783 4:6O DEGREE -4.882 224.798 -5.835 0.000 0.000 0.000

Max MX 2783 1:SW -0.232 153.298 -0.232 0.000 0.000 0.000

Min MX 2783 1:SW -0.232 153.298 -0.232 0.000 0.000 0.000

Max MY 2783 1:SW -0.232 153.298 -0.232 0.000 0.000 0.000

Min MY 2783 1:SW -0.232 153.298 -0.232 0.000 0.000 0.000

Max MZ 2783 1:SW -0.232 153.298 -0.232 0.000 0.000 0.000

Min MZ 2783 1:SW -0.232 153.298 -0.232 0.000 0.000 0.000

Beam Maximum Forces by Section PropertyAxial Shear Torsion Bending

Section Max Fx

(kN)

Max Fy

(kN)

Max Fz

(kN)

Max Mx

(kN-m)

Max My

(kN-m)

Max Mz

(kN-m)

Rect 10.24x10.24 Max +ve 31.926 57.948 372.836 6.495 369.999 356.000

Max -ve -358.567 -60.135 -6.495 -31.940 -30.607

Rect 16.93x9.84 Max +ve 61.988 14.574 26.256 2.593 3.555 6.065

Max -ve -63.614 -30.760 -26.256 -2.589 -3.692 -18.442

Rect 0.04x9.84 Max +ve 106.569 0.001 37.199 0.000 4.610 0.000

Max -ve -105.389 -0.002 -37.199 -0.000 -4.785 -0.000


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2

29-Nov-10



Plate Centre Stress SummaryShear Membrane Bending

Plate L/C Qx

(kN/m2)

Qy

(kN/m2)

Sx

(kN/m2)

Sy

(kN/m2)

Sxy

(kN/m2)

Mx

(kNm/m)

My

(kNm/m)

Mxy

(kNm/m)

Max Qx 4824 3:3O DEGREE 481.789 327.119 -12.757 5.896 4.486 -17.420 -19.234 -14.365

Min Qx 5044 2:O DEGREE -432.526 291.652 -4.246 5.439 -6.662 -15.439 -16.364 11.872

Max Qy 4788 5:9O DEGREE -294.260 436.368 5.438 -4.232 -6.666 -16.507 -15.625 12.014

Min Qy 4803 4:6O DEGREE -326.961 -481.733 5.899 -12.742 4.497 -19.170 -17.441 -14.324

Max Sx 5155 5:9O DEGREE 244.581 -62.719 316.766 50.053 226.619 14.434 32.850 -0.802

Min Sx 5156 5:9O DEGREE 178.405 128.895 -298.410 -31.698 226.525 51.194 32.779 -1.121

Max Sy 5159 2:O DEGREE -59.009 -237.339 48.561 305.131 -217.929 32.864 15.164 0.730

Min Sy 5156 2:O DEGREE -125.185 -171.164 -30.205 -286.776 217.834 32.765 50.465 -1.050

Max Sxy 5156 3:3O DEGREE 13.134 -89.679 -210.969 -276.493 328.638 43.843 48.346 -1.510

Min Sxy 5159 3:3O DEGREE 79.310 -155.855 229.325 294.849 -328.732 21.786 17.282 1.190

Max Mx 4915 5:9O DEGREE 314.854 90.334 -2.290 9.427 10.924 128.360 71.300 9.041

Min Mx 4935 5:9O DEGREE 244.617 -76.246 -2.096 0.472 12.597 -26.784 11.664 4.670

Max My 5110 2:O DEGREE 87.399 -304.929 9.327 -2.841 -10.358 70.245 125.600 -8.795

Min My 5125 2:O DEGREE 73.311 -234.692 0.572 -1.545 12.031 12.719 -24.024 4.424

Max Mxy 5093 5:9O DEGREE -10.256 174.732 -0.848 2.751 -8.017 60.219 66.295 28.511

Min Mxy 4918 3:3O DEGREE 308.118 -272.752 -11.893 -13.806 18.245 91.190 96.604 -35.922

Load 5X

Y

Z

MX (local)kNm/m

<= -26.8

-17.1

-7.39

2.31

12

21.7

31.4

41.1

50.8

60.5

70.2

79.9

89.6

99.3

109

119

>= 128

MAXIMUM +&- MOMENT X


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

3

29-Nov-10



Load 2X

Y

Z

MY (local)kNm/m

<= -24

-14.7

-5.32

4.03

13.4

22.7

32.1

41.4

50.8

60.1

69.5

78.8

88.2

97.5

107

116

>= 126

MAXIMUM +&- MOMENT Y

Slab Thickness = mm

Grade of Concrete, fcu = N/mm2

Grade of Steel, fy = N/mm2

Concrete Cover = mm

Pile Penetration = mm

X-Direction : Top Service Moment, Myy top = kNm

Bottom Service Moment, Myy bot = kNm

Y-Direction : Top Service Moment, Mxx top = kNm

Bottom Service Moment, Mxx bot = kNm

DESIGN SHEETDate

OUTPUT

Sheet No.

Project Project No.

Work Ref. Rev.

TITLE

DESIGN

Design Check Review

CMPCMPYSY

REF.

- Pile Raft Slab Design

430

30

460

40

75

129

27

800.00

25

126

Max Column Load on Slab = kN

Max Reaction on Pile = kN

Bending Reinforcement :

Top X-direction

Ultimate Myy = kNm

b = mm , d = mm

BS 8110 K = M / fcu bd2

cl. 3.4.4.4 = < K' = Compression reinforcement NOT REQUIRED!

z = d {0.5+

= d > d Use d

As required = M / 0.87 fy z

= mm2 ( % )

BS 8110 As minimum = mm2 (0.13%)

Table 3.27

Provide T - As provided = mm2 ( % )

230

225

12 200

800.00

0.05

0.95

565

559

0.0094 0.156

0.9894

1000

27

309

0.95

OK!0.132

Bottom X-direction

Ultimate Myy = kNm

b = mm , d = mm

BS 8110 K = M / fcu bd2


z = d {0.5+

= d < d Use d


= mm2 ( % )


Table 3.27

Provide T - As provided = mm2 ( % )0.263 OK!1131

Date

OUTPUT

Sheet No. Rev.

REF. DESIGN

YSY CMP

12

0.947170.95

1101 0.26

559

100

Check

Project

Work Ref.

Review

129

Project No.

CMP

TITLE Design

DESIGN SHEET

1000 309

0.0450 0.156

0.9472

Top Y-direction

Ultimate Myy = kNm

b = mm , d = mm

BS 8110 K = M / fcu bd2


z = d {0.5+

= d > d Use d


= mm2 ( % )


Table 3.27


0.95

0.05

OK!

25

221

559

12 200

0.9894 0.95

1000 297

0.0094 0.156

565 0.132

Bottom Y-direction

Ultimate Myy = kNm

b = mm , d = mm

BS 8110 K = M / fcu bd2


z = d {0.5+

= d < d Use d


= mm2 ( % )


Table 3.27


OUTPUT

0.94395

Work Ref. Sheet No. Rev.

12 100

YSY

Design

0.0476

126

1123

DESIGN SHEET

0.944 0.95

0.26

559

1000

0.263 OK!

Project No.

Check Review Date

CMP CMP

297

0.156

Project

TITLE

REF. DESIGN

1131

Shear Check (Column) :

BS 8110 1. Punching shear at column face

cl. 3.7.7

Ultimate Shear, V = kN

Perimeter of Column Face, u = mm

v = V / ud

= N/mm2

0.8 cu = N/mm2 > v = N/mm2

2. Punching shear at 1.5d from column face


Perimeter of zone 1.5d from column face, u = mm

OK!

Project Project No.

OUTPUT


Check Review

CMP

Design

0.52

Date

YSY CMP

TITLE

DESIGN SHEET

REF. DESIGN

800

5200

800

4.38

8764

0.52

Perimeter of zone 1.5d from column face, u = mm

v = V / ud

= N/mm2

vc = (0.79/1.25) x (100As/bd)1/3 x (fcu/25)1/3

= N/mm2 > v

v < vc + 0.4 Shear links NOT REQUIRED!

If shear links required : Grade of Links = N/mm2

Link Bar Size = mm

Number of Legs =

Asv provided = mm2

Max Spacing, sv = mm < mm

Provide 0 Error 0 - 0

0 300

OK!

0

0

0.31

0.43

8764

0

0

Shear Check (Pile) :

BS 8110 1. Punching shear at pile face

cl. 3.7.7


Perimeter of Pile Face, u = mm

v = V / ud

= N/mm2

0.8 cu = N/mm2 > v = N/mm2

2. Punching shear at 1.5d from pile face if pile spacing > 3φ


Perimeter of zone 1.5d from pile face, u = mm

DESIGN SHEET

Project Project No.

TITLE Design Check Review


REF. DESIGN

0.95

225

4.38

Date

YSY CMP CMP

OUTPUT

OK!

800

0.95

225

2091Perimeter of zone 1.5d from pile face, u = mm

v = V / ud

= N/mm2

vc = (0.79/1.25) x (100As/bd)1/3 x (fcu/25)1/3

= N/mm2 > v

v < vc + 0.4 Shear links NOT REQUIRED!

If shear links required : Grade of Links = N/mm2

Link Bar Size = mm

Number of Legs =

Asv provided = mm2

Max Spacing, sv = mm < mm

Provide 0 Error 0 -

0.36

0

0

0.43

0 OK!

2091

0

0

0 300

Foundation Design for 30m Tower

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Transcript of Foundation Design for 30m Tower