Removable_Stand_Alone_Foundation_Bollards_APPROVED.pdf

Department of Veterans Affairs

RETURN OF SUBMITTAL

Title or Description 32 39 50 - 010 EWP 08 SITE Rated Fixed and Removable Stand Alone Foundation Bollards

Date 07/01/2015

Contractor's Name and Address Office of Construction & Facilities Management 2400 Canal Street New Orleans, LA 70119

Contract No.

VA101CFM-C-0064

Project No.

629-401-New Orleans, LA

Submittal Items Acted Upon Submittal Item Review Status 2999 32 39 50 - 010 EWP 08 SITE Rated Fixed and Removable Stand

Alone Foundation Bollards Approved

Shop Drawings Notes/Comments

Reviewed By: JP

CALPIPE Security Bollards 19440 S. Dominguez Hills Dr.

Rancho Dominguez, CA 90220

EWP08.323950.1.5.C-010 Rated Fixed and Removable, Stand Alone Foundation Shop Drawings, Approved.

EWP08.323950.1.5.F-010 Rated Fixed and Removable, Stand Alone Foundation Delegated Design, Approved.

NOTE: The PE Engineering Calculations note that the submittal meets or exceeds K-4 crash ratings (capable of arresting a 15,000 pound medium duty truck traveling at 30mph). The PE Stamp indicates that Glenn Stephen Newmark has a license in State of New York. On previously approved bollard submittals the Mr. Newmark stamp appears without comment on the approval. Therefore I recommend approval on this submittal. This was discussed in a recent SITE Production Meeting and the RE's acknowledged it is not an issue.

REVIEW PAGE

Submittal Details CMHP

Submittal Package:

Submittal Item:

Specification Ref:

Notes:

A. No Exceptions

B. Approved as noted

C. Revise & Resubmit

D. Rejected

E. Submitted for Informational Purposes Only

This review is for general conformance with Plans and Specifications only. Any deviations from same not clearly noted by the Preparer have not been reviewed. Review shall not constitute a complete check of detailed dimensions or count or serve to relieve the Preparer of contractual responsibility for any error or deviation from contract requirements.

By Date

StudioNOVA Department of Veterans Affairs

Refer to Division 1 - General Requirements in the project Specifications for explanation of the review response

By: Date:

Submittal No:

Submittal Review

APPROVED

APPROVED AS NOTED

No resubmission necessary

PARTIALLY APPROVED AS NOTED

Revise and resubmit as noted

NOT APPROVED

Revise and resubmit as noted

NO ACTION REQUIRED

For information only

REVIEWED ONLY FOR:

32 39 50 - 010

EWP08.323950.1.5.C-010

June 07, 2015Nick Gilliland

-GENERAL OVERALL CONTENT...TESTING APPROVAL

REQUIRED TO BE CONFIRMED BY VA RE'S.

32 39 50 - 010

EWP08.323950.1.5.C-010

323950.1.5

Shop Drawings

- Rated Fixed Bollard - Stand Alone Foundation

- Rated Removable Bollard - Stand Alone Foundation

Ethan Walton 6/4/15

REVIEW PAGE

Submittal Details CMHP

Submittal Package:

Submittal Item:

Specification Ref:

Notes:

A. No Exceptions

B. Approved as noted

C. Revise & Resubmit

D. Rejected

E. Submitted for Informational Purposes Only

This review is for general conformance with Plans and Specifications only. Any deviations from same not clearly noted by the Preparer have not been reviewed. Review shall not constitute a complete check of detailed dimensions or count or serve to relieve the Preparer of contractual responsibility for any error or deviation from contract requirements.

By Date

StudioNOVA Department of Veterans Affairs

Refer to Division 1 - General Requirements in the project Specifications for explanation of the review response

By: Date:

Submittal No:

Submittal Review

APPROVED

APPROVED AS NOTED

No resubmission necessary

PARTIALLY APPROVED AS NOTED

Revise and resubmit as noted

NOT APPROVED

Revise and resubmit as noted

NO ACTION REQUIRED

For information only

REVIEWED ONLY FOR:■

32 39 50 - 010

EWP08.323950.1.5.F-010

June 07, 2015Nick Gilliland

-GENERAL OVERALL CONTENT...TESTING APPROVAL

REQUIRED TO BE CONFIRMED BY VA RE'S.

32 39 50 - 010

EWP08.323950.1.5.F-010

323950.1.5

Delegated Design

- Rated Fixed Bollard - Stand Alone Foundation

- Rated Removable Bollard - Stand Alone Foundation

Ethan Walton 6/4/15

Newmark Engineering, P.C.

8 Hillside Ave Montclair, NJ 07042 Office 973-233-4242 Cell 646-529-2577

June 3rd, 2015

Calpipe Security Bollards 19440 S Dominguez Hills Drive Rancho Dominguez, CA, 90220

Re: K4 Engineered Bollard Design and Analysis PDT8080F/PDT8080T-Fixed/Removable Mount Bollard (Individual Footing) VA Louisiana, SLVHCS Medical Center

This letter briefly summarizes my engineering review of K4 bollard designs. I have Received and reviewed engineering drawings entitled:

PDT8080F-ENG0000 8” Fixed Mount K4/M30 Bollards dated 6/13/14 PDT8080R-ENG0000 8” Removable Mount K4/M30 Bollards dated 9/10/14

In addition, I performed engineering calculations including equivalent static Finite Element analysis for the fixed and removable bollard and foundation to be installed on the SLVHC Medical Center project. The assumptions, analysis and results of this analysis are attached herewith in accompanying Engineering Report Dated May 27th, 2015. The engineering analysis for the rated bollard was performed for placing fixed mounted or removable bollards encased in individual 4.5’x4.5’ x 3’ deep configuration.

Based on my engineering analyses and the analyses and details provided, the designs and engineering details as shown in the drawings referenced in this letter and accompanying calculation analysis are suitable to meet or exceed K-4 crash ratings, meaning that they are capable of arresting a 15,000 medium duty truck traveling 30 mph.

We trust that this will address all the concerns.

Newmark Engineering, P.C.

Glenn Newmark, P.E.

President

SLVHCS Replacement Medical Center Project

Structural Static Analysis for 8” Rated Fixed/Removable Bollard and Footings PDT8080F – 54”W x 54”L x 36” Isolated Footing

30” Above Grade, 42” Below Grade

Prepared for:

19440 S Dominguez Hills Dr Rancho Dominguez, CA 90220

May 27th , 2015

Glenn Newmark, NYSPE (#068432-1)

Prepared By:

Newmark Engineering, P.C.

8 Hillside Avenue, Suite 205 Montclair, NJ 07042

(973) 233 4242

Cal Pipe Security Bollards –Veterans Affair SLVHCB Medical Center Static Analysis for 8”Fixed/Removable 54x54x36 Ftg Bollard and RC Footing May 27th, 2015

Table of Contents

Table of Contents i

1.0 Executive Summary 1

2.0 Description of Linear Static Finite Element Analysis 2

3.0 Summary of Analysis Results 3-4

4.0 Conclusion 5

Appendices

Appendix “A.1” …………Fabrication Drawings for 8” Fixed Bollards Appendix “A.2” …………Fabrication Drawings for 8” Removable Bollards Appendix “A.3” …………Configuration/Rating/Reference Contract Drawings Appendix “B.1” …………STAAD Model/Analysis – 8” Bollard Shaft Appendix “B.2” …………STAAD Model/Analysis – 8” Footing Appendix “C” ……………Reinforced Concrete Footing Capacity Calculation and Design i

Static Analysis for 8”Fixed/Removable 54x54x36 Ftg Bollard and RC Footing May 27th, 2015

1.0 Executive Summary

Background

Newmark Engineering, P.C. has been retained by Calpipe Security Bollards to perform structural engineering design services and performance of static finite element analysis of Cal Pipe 8” Fixed and Removable Mount M30/K4 Bollard PDT8080F and PDT8080R, to be furnished and installed as part of Department of Veteran’s Affair Louisiana SLVHCS Replacement Medical Center Project.

The client has requested that engineering analysis be performed to confirm that Bollards and foundation proposed to be installed in this project have sufficient capacity to safely withstand a force equivalent to test condition K4, as such we investigated performance of bollard shaft and foundation under application static

15.0 K horizontal load at a height of 30” above finished grade.

The calculations and results attached herewith were prepared so as demonstrate that the subject bollard and footing is suitable to resist engineered K4 impact conditions. For 8” removable bollards considered herewith, we have performed two related Static linear Finite Element Analysis (FEM). FEM Analysis was performed using Bentley STAAD.pro.

Modeled foundation conditions analyzed assume a isolated reinforced concrete footing, consistent of 54”W x 54”L x 36”D individual bollard footing, with 69” high bollard placed with 3” bottom cover below subgrade. For applicable foundation configurations incorporated into the analysis, see Appendix “A.3”.

The first model was performed for 8” Scheduled 80 A53 removable bollard pipe shaft subject to 15k static load. Support conditions for shaft were horizontally oriented supports where shaft are encased in concrete footing and vertical pinned supports where shaft and sleeve meet at bottom of bollard.

The second model was performed for concrete encased footing. The footing was assumed to be supported by a series of elastic springs at the vertical face and bottom of bollard to account for interaction of bollard footing and surrounding soil under applied static load.

A 15K horizontal static concentrated load was applied at bollard top height (30” above sidewalk level), which is concurrent with location of applied force required by ATSM F 26565-07. Analysis results, analysis and conclusions are presented in detail herewith.

In summary, maximum resulting stress in steel bollard shaft was computed as 15.5ksi. We have also calculated capacity of reinforced concrete footing and surrounding soil and have concluded that under the proposed static loads equivalent to K4 test condition, moments in foundation and resulting soil pressures remain safety below allowable levels.

In conclusion stresses in reinforced concrete footing, bollard shaft and bearing pressure applied to surrounding soil remain safely below allowable levels. As a result 8” fixed bollards as approved are recommended herewith.

Static Analysis for 8” Fixed 24” Grade Beam Mount Bollard and RC Footing May 13th, 2015

2.0 Description of Linear Static Finite Element Analysis

FEM Analysis was performed using Bentley STAAD.pro. FEM were constructed using 3-D space frame and using all plate elements.

The first model was performed for 8” Scheduled 80 A53 removable bollard pipe shaft subject to 15k static load. Support conditions for shaft were horizontally oriented supports where shaft are encased in concrete footing and vertical pinned supports where shaft and sleeve meet at bottom of bollard.

The second model was performed for concrete encased footing. The footing was assumed to be supported by a series of elastic springs at the vertical face and bottom of bollard to account for interaction of bollard footing and surrounding soil under applied static load. Reactions from first model were applied as nodal input forces to the second model.

Plate elements were all assumed to be consistent of structural steel, thicknesses plates comprising FEM were in conformance with details shown on fabrication drawings (See Appendix A-1 to A.2).

Bollard itself was approximated using an extruded hexdecagon (16-sided regular polygon) whose vertices were contained on a 8.125” OD circle. The bollard thickness was consistent with Schedule 80 pipe (0.50”).

3.0 Analysis Results

The results of FEM Model for 8” Schedule 80 Bollard shaft subject to 15.0 K horizontal static load is shown pictorially as follows:

As is evident from results of this analysis, maximum bending stress in bollard shaft of 15.25ksi occurs near interface of bollard sleeve and bollard footing near grade, this stress level is safely below yield stress of 35.0ksi for A53 Grade E Bollard Shaft.

The results of FEM Model for 8” bollard concrete footing are show as follows:

As is evident from results of this analysis, localized maximum stress in bollard sleeve of 3.4ksi occurs near interface of top of bollard sleeve near grade, while this is locally higher than the allowable compressive strength of the concrete, this is due to the non-realistic assumption of application of concentrated force to node, in reality force would be distributed along the inside length and width of bollard, and also compensated by the fact that individual bollard footing will be furnished with structural steel reinforcement.

4.0 Conclusion

In conclusion stresses in reinforced concrete footing, bollard shaft and encased sleeve and base plate remain safely below allowable levels. As a result 8” rated fixed bollards as approved are recommended herewith.

Appendix A.1

Fabrication Drawings 8” Engineered K4 Fixed/Removable Bollard

R

AT

ED

F

IX

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B O

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AN

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TA

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D A

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PO

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LA

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D W

G S.

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Appendix A.2

Configuration/Rating/Reference Contract Drawings

8” Engineered/Rated K4 Individual Footing Fixed/Removable Bollard

D et ai l 1

B

- R at ed

F ix ed B ol la rd

St an d Al on e

Fo un da tio n -R at ed

R em ov ab le B ol la rd

St an d Al on e

Fo un da tio n

6/ 2/

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W

30"

5'-9"

6" C

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5'

W x

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Appendix B.1

STAAD Model/Analysis

8” Bollard Shaft

Wednesday, May 27, 2015, 10:23 AM

PAGE NO. 1

* STAAD.Pro *

* Version 2005 Bld 1002.US *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= MAY 27, 2015 *

* Time= 10:20:24 *

* USER ID: Newmark Engineering, P.C. *

1. STAAD SPACE

INPUT FILE: PDT8080F_69 TUBE 8 IN.STD

2. START JOB INFORMATION

3. JOB NAME PTD8080F FIXED BOLLARDS

4. JOB CLIENT CALPIPE SECURITY BOLLARDS

5. JOB NO VA NEW ORLEANS

6. JOB REV 54"X54" X 36" INDIVIDUAL FTG

7. JOB PART 8" FIXED BOLLARD - 69" LENGTH

8. JOB REF BOLLARD TUBE

9. ENGINEER NAME GSN

10. ENGINEER DATE 5/22/15

11. END JOB INFORMATION

12. INPUT WIDTH 79

13. SET ITERLIM 10

14. ***********************************************

15. * STAAD.PRO GENERATED COMMENT *

16. ***********************************************

17. *11 9 0 -9 17 9 0 9

18. * 71 -9 0 -9 77 -9 0 9

19. *21 6 0 -9 27 6 0 9

20. * 31 3.25 0 -9 33 3.25 0 -3.25

21. * 35 3.25 0 3.25 37 3.25 0 9

22. *41 0 0 -9 43 0 0 -3.25

23. * 45 0 0 3.25 47 0 0 9

24. *51 -3.25 0 -9 53 -3.25 0 -3.25

25. * 55 -3.25 0 3.25 57 -3.25 0 9

26. *61 -6 0 -9 67 -6 0 9

27. *101 -1.625 0 -2.815 103 1.625 0 -2.815

28. *104 -2.815 0 -1.625 106 2.815 0 -1.625

29. *107 -2.815 0 1.625 109 2.815 0 1.625

30. *110 -1.625 0 2.815 112 1.625 0 2.815

31. ***********************************************

32. ***********************************************

33. * STAAD.PRO GENERATED COMMENT *

34. ***********************************************

35. *REPEAT 8 0 3.75 0

36. *REPEAT 8 0 3.75 0

37. *REPEAT 8 0 3.75 0

38. *REPEAT 8 0 3.75 0

39. *REPEAT 8 0 3.75 0

40. *REPEAT 8 0 3.75 0

Page 1 of 10Y:\E14006 - CALPIPE CALL IN\VA NEW ORLEANS\FIXED RATED ISOLATED\STAAD\PDT8080F_69 TUBE 8 IN.anl

STAAD SPACE -- PAGE NO. 2

41. *REPEAT 8 0 3.75 0

42. *REPEAT 8 0 3.75 0

43. *REPEAT 8 0 3.75 0

44. *REPEAT 8 0 3.75 0

45. *REPEAT 8 0 3.75 0

46. *REPEAT 8 0 3.75 0

47. ***********************************************

48. ***********************************************

49. * STAAD.PRO GENERATED COMMENT *

50. ***********************************************

51. *25 5.745 0 -5.745, 26 7.507 0 -3.109

52. ***********************************************

53. UNIT INCHES KIP

54. JOINT COORDINATES

55. 10 0 3 0; 11 4.0625 3 0; 12 3.7535 3 1.5545; 13 2.8725 3 2.8725

56. 14 1.5545 3 3.7535; 15 0 3 4.0625; 16 -1.5545 3 3.7535; 17 -2.8725 3 2.8725

57. 18 -3.7535 3 1.5545; 19 -4.0625 3 0; 20 -3.7535 3 -1.5545

58. 21 -2.8725 3 -2.8725; 22 -1.5545 3 -3.7535; 23 0 3 -4.0625

59. 24 1.5545 3 -3.7535; 25 2.8725 3 -2.8725; 26 3.7535 3 -1.5545; 27 0 7.125 0

60. 28 4.0625 7.125 0; 29 3.7535 7.125 1.5545; 30 2.8725 7.125 2.8725

61. 31 1.5545 7.125 3.7535; 32 0 7.125 4.0625; 33 -1.5545 7.125 3.7535

62. 34 -2.8725 7.125 2.8725; 35 -3.7535 7.125 1.5545; 36 -4.0625 7.125 0

63. 37 -3.7535 7.125 -1.5545; 38 -2.8725 7.125 -2.8725; 39 -1.5545 7.125 -3.7535

64. 40 0 7.125 -4.0625; 41 1.5545 7.125 -3.7535; 42 2.8725 7.125 -2.8725

65. 43 3.7535 7.125 -1.5545; 44 0 11.25 0; 45 4.0625 11.25 0

66. 46 3.7535 11.25 1.5545; 47 2.8725 11.25 2.8725; 48 1.5545 11.25 3.7535

67. 49 0 11.25 4.0625; 50 -1.5545 11.25 3.7535; 51 -2.8725 11.25 2.8725

68. 52 -3.7535 11.25 1.5545; 53 -4.0625 11.25 0; 54 -3.7535 11.25 -1.5545

69. 55 -2.8725 11.25 -2.8725; 56 -1.5545 11.25 -3.7535; 57 0 11.25 -4.0625

70. 58 1.5545 11.25 -3.7535; 59 2.8725 11.25 -2.8725; 60 3.7535 11.25 -1.5545

71. 61 0 15.275 0; 62 4.0625 15.375 0; 63 3.7535 15.375 1.5545

72. 64 2.8725 15.375 2.8725; 65 1.5545 15.375 3.7535; 66 0 15.375 4.0625

73. 67 -1.5545 15.375 3.7535; 68 -2.8725 15.375 2.8725; 69 -3.7535 15.375 1.5545

74. 70 -4.0625 15.375 0; 71 -3.7535 15.375 -1.5545; 72 -2.8725 15.375 -2.8725

75. 73 -1.5545 15.375 -3.7535; 74 0 15.375 -4.0625; 75 1.5545 15.375 -3.7535

76. 76 2.8725 15.375 -2.8725; 77 3.7535 15.375 -1.5545; 78 0 19.5 0

77. 79 4.0625 19.5 0; 80 3.7535 19.5 1.554; 81 2.8725 19.5 2.8725

78. 82 1.5545 19.5 3.753; 83 0 19.5 4.0625; 84 -1.5545 19.5 3.7535

79. 85 -2.8725 19.5 2.8725; 86 -3.7535 19.5 1.5545; 87 -4.0625 19.5 0

80. 88 -3.7535 19.5 -1.5545; 89 -2.8725 19.5 -2.8725; 90 -1.5545 19.5 -3.7535

81. 91 0 19.5 -4.0625; 92 1.5545 19.5 -3.7535; 93 2.8725 19.5 -2.8725

82. 94 3.7535 19.5 -1.5545; 95 0 23.625 0; 96 4.0625 23.625 0

83. 97 3.7535 23.625 1.5545; 98 2.8725 23.625 2.8725; 99 1.5545 23.625 3.7535

84. 100 0 23.625 4.0625; 101 -1.5545 23.625 3.7535; 102 -2.8725 23.625 2.8725

85. 103 -3.7535 23.625 1.5545; 104 -4.0625 23.625 0; 105 -3.7535 23.625 -1.5545

86. 106 -2.8725 23.625 -2.8725; 107 -1.5545 23.625 -3.7535; 108 0 23.625 -4.0625

87. 109 1.5545 23.625 -3.7535; 110 2.8725 23.625 -2.8725

88. 111 3.7535 23.625 -1.5545; 112 0 27.75 0; 113 4.0625 27.75 0

89. 114 3.7535 27.75 1.5545; 115 2.8725 27.75 2.8725; 116 1.5545 27.75 3.7535

90. 117 0 27.75 4.0625; 118 -1.5545 27.75 3.7535; 119 -2.8725 27.75 2.8725

91. 120 -3.7535 27.75 1.5545; 121 -4.0625 27.75 0; 122 -3.7535 27.75 -1.5545

92. 123 -2.8725 27.75 -2.8725; 124 -1.5545 27.75 -3.7535; 125 0 27.75 -4.0625

93. 126 1.5545 27.75 -3.7535; 127 2.8725 27.75 -2.8725; 128 3.7535 27.75 -1.5545

94. 129 0 31.875 0; 130 4.0625 31.875 0; 131 3.7535 31.875 1.5545

95. 132 2.8725 31.875 2.8725; 133 1.5545 31.875 3.7535; 134 0 31.875 4.0625

96. 135 -1.5545 31.875 3.7535; 136 -2.8725 31.875 2.8725

Page 2 of 10Y:\E14006 - CALPIPE CALL IN\VA NEW ORLEANS\FIXED RATED ISOLATED\STAAD\PDT8080F_69 TUBE 8 IN.anl

STAAD SPACE -- PAGE NO. 3

97. 137 -3.7535 31.875 1.5545; 138 -4.0625 31.875 0; 139 -3.7535 31.875 -1.5545

98. 140 -2.8725 31.875 -2.8725; 141 -1.5545 31.875 -3.7535; 142 0 31.875 -4.0625

99. 143 1.5545 31.875 -3.7535; 144 2.8725 31.875 -2.8725

100. 145 3.7535 31.874 -1.5545; 146 0 36 0; 147 4.0625 36 0; 148 3.7535 36 1.5545

101. 149 2.8725 36 2.8725; 150 1.5545 36 3.7535; 151 0 36 4.0625

102. 152 -1.5545 36 3.7535; 153 -2.8725 36 2.8725; 154 -3.7535 36 1.5545

103. 155 -4.0625 36 0; 156 -3.7535 36 -1.5545; 157 -2.8725 36 -2.8725

104. 158 -1.5545 36 -3.7535; 159 0 36 -4.0625; 160 1.5545 36 -3.7535

105. 161 2.8725 36 -2.8725; 162 3.7535 36 -1.5545; 163 0 42 0; 164 4.0625 42 0

106. 165 3.7535 42 1.5545; 166 2.8725 42 2.8725; 167 1.5545 42 3.7535

107. 168 0 42 4.0625; 169 -1.5545 42 3.7535; 170 -2.8725 42 2.8725

108. 171 -3.7535 42 1.5545; 172 -4.0625 42 0; 173 -3.7535 42 -1.5545

109. 174 -2.8725 42 -2.8725; 175 -1.5545 42 -3.7535; 176 0 42 -4.0625

110. 177 1.5545 42 -3.7535; 178 2.8725 42 -2.8725; 179 3.7535 42 -1.5545

111. 180 0 48 0; 181 4.0625 48 0; 182 3.7535 48 1.5545; 183 2.8725 48 2.8725

112. 184 1.5545 48 3.7535; 185 0 48 4.0625; 186 -1.5545 48 3.7535

113. 187 -2.8725 48 2.8725; 188 -3.7535 48 1.5545; 189 -4.0625 48 0

114. 190 -3.7535 48 -1.5545; 191 -2.8725 48 -2.8725; 192 -1.5545 48 -3.7535

115. 193 0 48 -4.0625; 194 1.5545 48 -3.7535; 195 2.8725 48 -2.8725

116. 196 3.7535 48 -1.5545; 197 0 54 0; 198 4.0625 54 0; 199 3.7535 54 1.5545

117. 200 2.8725 54 2.8725; 201 1.5545 54 3.7535; 202 0 54 4.0625

118. 203 -1.5545 54 3.7535; 204 -2.8725 54 2.8725; 205 -3.7535 54 1.5545

119. 206 -4.0625 54 0; 207 -3.7535 54 -1.5545; 208 -2.8725 54 -2.8725

120. 209 -1.5545 54 -3.7535; 210 0 54 -4.0625; 211 1.5545 54 -3.7535

121. 212 2.8725 54 -2.8725; 213 3.7535 54 -1.5545; 214 0 60 0; 215 4.0625 60 0

122. 216 3.7535 60 1.5545; 217 2.8725 60 2.8725; 218 1.5545 60 3.7535

123. 219 0 60 4.0625; 220 -1.5545 60 3.7535; 221 -2.8725 60 2.8725

124. 222 -3.7535 60 1.5545; 223 -4.0625 60 0; 224 -3.7535 60 -1.5545

125. 225 -2.8725 60 -2.8725; 226 -1.5545 60 -3.7535; 227 0 60 -4.0625

126. 228 1.5545 60 -3.7535; 229 2.8725 60 -2.8725; 230 3.7535 60 -1.5545

127. 231 0 66 0; 232 4.0625 66 0; 233 3.7535 66 1.5545; 234 2.8725 66 2.8725

128. 235 1.5545 66 3.7535; 236 0 66 4.0625; 237 -1.5545 66 3.7535

129. 238 -2.8725 66 2.8725; 239 -3.7535 66 1.5545; 240 -4.0625 66 0

130. 241 -3.7535 66 -1.5545; 242 -2.8725 66 -2.8725; 243 -1.5545 66 -3.7535

131. 244 0 66 -4.0625; 245 1.5545 66 -3.7535; 246 2.8725 66 -2.8725

132. 247 3.7535 66 -1.5545; 248 0 72 0; 249 4.0625 72 0; 250 3.7535 72 1.5545

133. 251 2.8725 72 2.8725; 252 1.5545 72 3.7535; 253 0 72 4.0625

134. 254 -1.5545 72 3.7535; 255 -2.8725 72 2.8725; 256 -3.7535 72 1.5545

135. 257 -4.0625 72 0; 258 -3.7535 72 -1.5545; 259 -2.8725 72 -2.8725

136. 260 -1.5545 72 -3.7535; 261 0 72 -4.0625; 262 1.5545 72 -3.7535

137. 263 2.8725 72 -2.8725; 264 3.7535 72 -1.5545

138. ELEMENT INCIDENCES SHELL

139. 1 33 32 15 16; 2 32 31 14 15; 3 31 30 13 14; 4 30 29 12 13; 5 29 28 11 12

140. 6 28 43 26 11; 7 43 42 25 26; 8 42 41 24 25; 9 41 40 23 24; 10 40 39 22 23

141. 11 39 38 21 22; 12 38 37 20 21; 13 37 36 19 20; 14 36 35 18 19; 15 35 34 17 18

142. 16 34 33 16 17; 100 50 49 32 33; 101 49 48 31 32; 102 48 47 30 31

143. 103 47 46 29 30; 104 46 45 28 29; 105 45 60 43 28; 106 60 59 42 43

144. 107 59 58 41 42; 108 58 57 40 41; 109 57 56 39 40; 110 56 55 38 39

145. 111 55 54 37 38; 112 54 53 36 37; 113 53 52 35 36; 114 52 51 34 35

146. 115 51 50 33 34; 200 67 66 49 50; 201 66 65 48 49; 202 65 64 47 48

147. 203 64 63 46 47; 204 63 62 45 46; 205 62 77 60 45; 206 77 76 59 60

148. 207 76 75 58 59; 208 75 74 57 58; 209 74 73 56 57; 210 73 72 55 56

149. 211 72 71 54 55; 212 71 70 53 54; 213 70 69 52 53; 214 69 68 51 52

150. 215 68 67 50 51; 300 84 83 66 67; 301 83 82 65 66; 302 82 81 64 65

151. 303 81 80 63 64; 304 80 79 62 63; 305 79 94 77 62; 306 94 93 76 77

152. 307 93 92 75 76; 308 92 91 74 75; 309 91 90 73 74; 310 90 89 72 73

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STAAD SPACE -- PAGE NO. 4

153. 311 89 88 71 72; 312 88 87 70 71; 313 87 86 69 70; 314 86 85 68 69

154. 315 85 84 67 68; 400 101 100 83 84; 401 100 99 82 83; 402 99 98 81 82

155. 403 98 97 80 81; 404 97 96 79 80; 405 96 111 94 79; 406 111 110 93 94

156. 407 110 109 92 93; 408 109 108 91 92; 409 108 107 90 91; 410 107 106 89 90

157. 411 106 105 88 89; 412 105 104 87 88; 413 104 103 86 87; 414 103 102 85 86

158. 415 102 101 84 85; 500 118 117 100 101; 501 117 116 99 100; 502 116 115 98 99

159. 503 115 114 97 98; 504 114 113 96 97; 505 113 128 111 96; 506 128 127 110 111

160. 507 127 126 109 110; 508 126 125 108 109; 509 125 124 107 108

161. 510 124 123 106 107; 511 123 122 105 106; 512 122 121 104 105

162. 513 121 120 103 104; 514 120 119 102 103; 515 119 118 101 102

163. 600 135 134 117 118; 601 134 133 116 117; 602 133 132 115 116

164. 603 132 131 114 115; 604 131 130 113 114; 605 130 145 128 113

165. 606 145 144 127 128; 607 144 143 126 127; 608 143 142 125 126

166. 609 142 141 124 125; 610 141 140 123 124; 611 140 139 122 123

167. 612 139 138 121 122; 613 138 137 120 121; 614 137 136 119 120

168. 615 136 135 118 119; 700 152 151 134 135; 701 151 150 133 134

169. 702 150 149 132 133; 703 149 148 131 132; 704 148 147 130 131

170. 705 147 162 145 130; 706 162 161 144 145; 707 161 160 143 144

171. 708 160 159 142 143; 709 159 158 141 142; 710 158 157 140 141

172. 711 157 156 139 140; 712 156 155 138 139; 713 155 154 137 138

173. 714 154 153 136 137; 715 153 152 135 136; 716 36 27 10 19; 717 27 28 11 10

174. 718 53 44 27 36; 719 44 45 28 27; 720 70 61 44 53; 721 61 62 45 44

175. 722 87 78 61 70; 723 78 79 62 61; 724 104 95 78 87; 725 95 96 79 78

176. 726 121 112 95 104; 727 112 113 96 95; 728 138 129 112 121

177. 729 129 130 113 112; 730 155 146 129 138; 731 146 147 130 129

178. 732 172 171 154 155; 733 171 170 153 154; 734 170 169 152 153

179. 735 169 168 151 152; 736 168 167 150 151; 737 167 166 149 150

180. 738 166 165 148 149; 739 165 164 147 148; 740 164 179 162 147

181. 741 179 178 161 162; 742 178 177 160 161; 743 177 176 159 160

182. 744 176 175 158 159; 745 175 174 157 158; 746 174 173 156 157

183. 747 173 172 155 156; 748 172 163 146 155; 749 163 164 147 146

184. 900 189 188 171 172; 901 188 187 170 171; 902 187 186 169 170

185. 903 186 185 168 169; 904 185 184 167 168; 905 184 183 166 167

186. 906 183 182 165 166; 907 182 181 164 165; 908 181 196 179 164

187. 909 196 195 178 179; 910 195 194 177 178; 911 194 193 176 177

188. 912 193 192 175 176; 913 192 191 174 175; 914 191 190 173 174

189. 915 190 189 172 173; 916 189 180 163 172; 917 180 181 164 163

190. 1000 206 205 188 189; 1001 205 204 187 188; 1002 204 203 186 187

191. 1003 203 202 185 186; 1004 202 201 184 185; 1005 201 200 183 184

192. 1006 200 199 182 183; 1007 199 198 181 182; 1008 198 213 196 181

193. 1009 213 212 195 196; 1010 212 211 194 195; 1011 211 210 193 194

194. 1012 210 209 192 193; 1013 209 208 191 192; 1014 208 207 190 191

195. 1015 207 206 189 190; 1016 206 197 180 189; 1017 197 198 181 180

196. 1100 223 222 205 206; 1101 222 221 204 205; 1102 221 220 203 204

197. 1103 220 219 202 203; 1104 219 218 201 202; 1105 218 217 200 201

198. 1106 217 216 199 200; 1107 216 215 198 199; 1108 215 230 213 198

199. 1109 230 229 212 213; 1110 229 228 211 212; 1111 228 227 210 211

200. 1112 227 226 209 210; 1113 226 225 208 209; 1114 225 224 207 208

201. 1115 224 223 206 207; 1116 223 214 197 206; 1117 214 215 198 197

202. 1200 240 239 222 223; 1201 239 238 221 222; 1202 238 237 220 221

203. 1203 237 236 219 220; 1204 236 235 218 219; 1205 235 234 217 218

204. 1206 234 233 216 217; 1207 233 232 215 216; 1208 232 247 230 215

205. 1209 247 246 229 230; 1210 246 245 228 229; 1211 245 244 227 228

206. 1212 244 243 226 227; 1213 243 242 225 226; 1214 242 241 224 225

207. 1215 241 240 223 224; 1216 240 231 214 223; 1217 231 232 215 214

208. 1300 257 256 239 240; 1301 256 255 238 239; 1302 255 254 237 238

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STAAD SPACE -- PAGE NO. 5

209. 1303 254 253 236 237; 1304 253 252 235 236; 1305 252 251 234 235

210. 1306 251 250 233 234; 1307 250 249 232 233; 1308 249 264 247 232

211. 1309 264 263 246 247; 1310 263 262 245 246; 1311 262 261 244 245

212. 1312 261 260 243 244; 1313 260 259 242 243; 1314 259 258 241 242

213. 1315 258 257 240 241; 1316 257 248 231 240; 1317 248 249 232 231

214. ELEMENT PROPERTY

215. 1 TO 16 100 TO 115 200 TO 215 300 TO 315 400 TO 415 500 TO 515 600 TO 615 -

216. 700 TO 715 732 TO 747 900 TO 915 1000 TO 1015 1101 TO 1115 1201 TO 1215 1301 -

217. 1302 TO 1315 THICKNESS 0.5

218. 1100 1200 1300 THICKNESS 0.5

219. 716 TO 731 748 749 916 917 1016 1017 1116 1117 1216 1217 1316 1317 THICKNESS 1

220. DEFINE MATERIAL START

221. ISOTROPIC STEEL

222. E 29000

223. POISSON 0.3

224. DENSITY 0.000283

225. ALPHA 6.5E-006

226. DAMP 0.03

227. END DEFINE MATERIAL

228. CONSTANTS

229. MATERIAL STEEL MEMB 1 TO 16 100 TO 115 200 TO 215 300 TO 315 400 TO 415 500 -

230. 501 TO 515 600 TO 615 700 TO 749 900 TO 917 1000 TO 1017 1100 TO 1117 1200 -

231. 1201 TO 1217 1300 TO 1317

232. SUPPORTS

233. 28 36 45 53 62 70 79 87 96 104 113 121 130 138 147 155 FIXED BUT FY FZ MX MY MZ

234. 32 40 49 57 66 74 83 91 100 108 117 125 134 142 151 -

235. 159 FIXED BUT FX FY MX MY MZ

236. 10 11 15 19 23 PINNED

237. LOAD 1 LOADTYPE LIVE TITLE M4 15K CONCENTRATED

238. JOINT LOAD

239. 257 FX 15

240. PERFORM ANALYSIS PRINT ALL

P R O B L E M S T A T I S T I C S

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 255/ 252/ 37

ORIGINAL/FINAL BAND-WIDTH= 32/ 31/ 192 DOF

TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 1530

SIZE OF STIFFNESS MATRIX = 294 DOUBLE KILO-WORDS

REQRD/AVAIL. DISK SPACE = 16.5/1354041.6 MB

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STAAD SPACE -- PAGE NO. 6

LOADING 1 LOADTYPE LIVE TITLE M4 15K CONCENTRATED

JOINT LOAD - UNIT KIP INCH

JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z

257 15.00 0.00 0.00 0.00 0.00 0.00

FOR LOADING - 1

APPLIED JOINT EQUIVALENT LOADS

JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z

257 1.50000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1

LOADTYPE LIVE TITLE M4 15K CONCENTRATED

***TOTAL APPLIED LOAD ( KIP INCH ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = 15.00

SUMMATION FORCE-Y = 0.00

SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 0.00 MY= 0.00 MZ= -1080.00

***TOTAL REACTION LOAD( KIP INCH ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = -15.00

SUMMATION FORCE-Y = 0.00

SUMMATION FORCE-Z = 0.00

MX= 0.00 MY= 0.00 MZ= 1080.00

MAXIMUM DISPLACEMENTS ( INCH /RADIANS) (LOADING 1)

MAXIMUMS AT NODE

X = 9.06786E-02 257 Y = 1.32796E-02 257 Z = -1.30505E-03 260

RX= -1.79119E-04 143

RY= -1.27740E-03 162

RZ= -3.98148E-03 257

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KIP INCH )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1

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STAAD SPACE -- PAGE NO. 7

10 0.00 0.00 0.00 0.00 0.00 0.00

0.43 0.00 0.00 0.00 0.00 0.00 111000

11 0.00 0.00 0.00 0.00 0.00 0.00 -0.18 0.71 0.00 0.00 0.00 0.00 111000

15 0.00 0.00 0.00 0.00 0.00 0.00 -0.39 0.00 0.00 0.00 0.00 0.00 111000

19 0.00 0.00 0.00 0.00 0.00 0.00 -0.18 -0.71 0.00 0.00 0.00 0.00 111000

23 0.00 0.00 0.00 0.00 0.00 0.00 -0.39 0.00 0.00 0.00 0.00 0.00 111000

28 0.00 0.00 0.00 0.00 0.00 0.00 -0.22 0.00 0.00 0.00 0.00 0.00 100000

36 0.00 0.00 0.00 0.00 0.00 0.00 -0.22 0.00 0.00 0.00 0.00 0.00 100000

45 0.00 0.00 0.00 0.00 0.00 0.00 -0.66 0.00 0.00 0.00 0.00 0.00 100000

53 0.00 0.00 0.00 0.00 0.00 0.00 -0.66 0.00 0.00 0.00 0.00 0.00 100000

62 0.00 0.00 0.00 0.00 0.00 0.00 -1.48 0.00 0.00 0.00 0.00 0.00 100000

70 0.00 0.00 0.00 0.00 0.00 0.00 -1.48 0.00 0.00 0.00 0.00 0.00 100000

79 0.00 0.00 0.00 0.00 0.00 0.00 -2.49 0.00 0.00 0.00 0.00 0.00 100000

87 0.00 0.00 0.00 0.00 0.00 0.00 -2.49 0.00 0.00 0.00 0.00 0.00 100000

96 0.00 0.00 0.00 0.00 0.00 0.00 -4.57 0.00 0.00 0.00 0.00 0.00 100000

104 0.00 0.00 0.00 0.00 0.00 0.00 -4.57 0.00 0.00 0.00 0.00 0.00 100000

113 0.00 0.00 0.00 0.00 0.00 0.00 -9.62 0.00 0.00 0.00 0.00 0.00 100000

121 0.00 0.00 0.00 0.00 0.00 0.00 -9.62 0.00 0.00 0.00 0.00 0.00 100000

130 0.00 0.00 0.00 0.00 0.00 0.00 -7.53 0.00 0.00 0.00 0.00 0.00 100000

138 0.00 0.00 0.00 0.00 0.00 0.00 -7.53 0.00 0.00 0.00 0.00 0.00 100000

147 0.00 0.00 0.00 0.00 0.00 0.00

34.42 0.00 0.00 0.00 0.00 0.00 100000

155 0.00 0.00 0.00 0.00 0.00 0.00

34.42 0.00 0.00 0.00 0.00 0.00 100000

************ END OF DATA FROM INTERNAL STORAGE ************

241. FINISH

Page 7 of 10Y:\E14006 - CALPIPE CALL IN\VA NEW ORLEANS\FIXED RATED ISOLATED\STAAD\PDT8080F_69 TUBE 8 IN.anl

Appendix B.2

STAAD Model/Analysis

8” Bollard Footing

Wednesday, May 27, 2015, 12:01 PM

PAGE NO. 1

* STAAD.Pro *

* Version 2005 Bld 1002.US *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= MAY 27, 2015 *

* Time= 11:56:47 *

* USER ID: Newmark Engineering, P.C. *

1. STAAD SPACE

INPUT FILE: PDT8080F FOOTING 8 IN 54 X 54 X 36.STD

2. START JOB INFORMATION

3. JOB NAME PTD8080F FIXED BOLLARDS

4. JOB CLIENT CALPIPE SECURITY BOLLARDS

5. JOB NO VA-NEW ORLEANS

6. JOB REV 69" BOLLARD 54" X 54" X 36" INDIVIDUAL FTG

7. JOB PART 8" FIXED BOLLARD

8. JOB REF BOLLARD FOOTING

9. ENGINEER NAME GSN

10. ENGINEER DATE 5-24-15

11. END JOB INFORMATION

12. INPUT WIDTH 79

13. SET ITERLIM 10

14. ***********************************************

15. * STAAD.PRO GENERATED COMMENT *

16. ***********************************************

17. *11 9 0 -9 17 9 0 9

18. * 71 -9 0 -9 77 -9 0 9

19. *21 6 0 -9 27 6 0 9

20. * 31 3.25 0 -9 33 3.25 0 -3.25

21. * 35 3.25 0 3.25 37 3.25 0 9

22. *41 0 0 -9 43 0 0 -3.25

23. * 45 0 0 3.25 47 0 0 9

24. *51 -3.25 0 -9 53 -3.25 0 -3.25

25. * 55 -3.25 0 3.25 57 -3.25 0 9

26. *61 -6 0 -9 67 -6 0 9

27. *101 -1.625 0 -2.815 103 1.625 0 -2.815

28. *104 -2.815 0 -1.625 106 2.815 0 -1.625

29. *107 -2.815 0 1.625 109 2.815 0 1.625

30. *110 -1.625 0 2.815 112 1.625 0 2.815

31. ***********************************************

32. ***********************************************

33. * STAAD.PRO GENERATED COMMENT *

34. ***********************************************

35. *REPEAT 8 0 3.75 0

36. *REPEAT 8 0 3.75 0

37. *REPEAT 8 0 3.75 0

38. *REPEAT 8 0 3.75 0

39. *REPEAT 8 0 3.75 0

40. *REPEAT 8 0 3.75 0

Page 1 of 17Y:\E14006 - CALPIPE CALL IN\VA NEW ORLEANS\FIXED RATED ISOLATED\STAAD\PDT8080F FOOTING 8 IN 54 X 54 X 36.anl

STAAD SPACE -- PAGE NO. 2

41. *REPEAT 8 0 3.75 0

42. *REPEAT 8 0 3.75 0

43. *REPEAT 8 0 3.75 0

44. *REPEAT 8 0 3.75 0

45. *REPEAT 8 0 3.75 0

46. *REPEAT 8 0 3.75 0

47. ***********************************************

48. ***********************************************

49. * STAAD.PRO GENERATED COMMENT *

50. ***********************************************

51. *25 5.745 0 -5.745, 26 7.507 0 -3.109

52. ***********************************************

53. UNIT INCHES KIP

54. JOINT COORDINATES

55. 11 4.0625 0 0; 12 3.7535 0 1.5545; 13 2.8725 0 2.8725; 14 1.5545 0 3.7535

56. 15 0 0 4.0625; 16 -1.5545 0 3.7535; 17 -2.8725 0 2.8725; 18 -3.753 0 1.5545

57. 19 -4.0625 0 0; 20 -3.7535 0 -1.5545; 21 -2.8725 0 -2.8725

58. 22 -1.5545 0 -3.7535; 23 0 0 -4.0625; 24 1.5545 0 -3.7535; 25 2.8725 0 -2.8725

59. 26 3.7535 0 -1.5545; 28 4.0625 4.5 0; 29 3.7535 4.5 1.5545

60. 30 2.8725 4.5 2.8725; 31 1.5545 4.5 3.7535; 32 0 4.5 4.0625

61. 33 -1.5545 4.5 3.7535; 34 -2.8725 4.5 2.8725; 35 -3.7535 4.5 1.5545

62. 36 -4.0625 4.5 0; 37 -3.7535 4.5 -1.5545; 38 -2.8725 4.5 -2.8725

63. 39 -1.5545 4.5 -3.7535; 40 0 4.5 -4.0625; 41 1.5545 4.5 -3.7535

64. 42 2.8725 4.5 -2.8725; 43 3.7535 4.5 -1.5545; 45 4.0625 9 0

65. 46 3.7535 9 1.5545; 47 2.8725 9 2.8725; 48 1.5545 9 3.7535; 49 0 9 4.0625

66. 50 -1.5545 9 3.7535; 51 -2.8725 9 2.8725; 52 -3.7535 9 1.5545; 53 -4.0625 9 0

67. 54 -3.7535 9 -1.5545; 55 -2.8725 9 -2.8725; 56 -1.5545 9 -3.7535

68. 57 0 9 -4.0625; 58 1.5545 9 -3.7535; 59 2.8725 9 -2.8725; 60 3.7535 9 -1.5545

69. 62 4.0625 13.5 0; 63 3.7535 13.5 1.5545; 64 2.8725 13.5 2.8725

70. 65 1.5545 13.5 3.7535; 66 0 13.5 4.0625; 67 -1.5545 13.5 3.7535

71. 68 -2.8725 13.5 2.8725; 69 -3.7535 13.5 1.5545; 70 -4.0625 13.5 0

72. 71 -3.7535 13.5 -1.5545; 72 -2.8725 13.5 -2.8725; 73 -1.5545 13.5 -3.7535

73. 74 0 13.5 -4.0625; 75 1.5545 13.5 -3.7535; 76 2.8725 13.5 -2.8725

74. 77 3.7535 13.5 -1.5545; 79 4.0625 18 0; 80 3.7535 18 1.5545

75. 81 2.8725 18 2.8725; 82 1.5545 18 3.7535; 83 0 18 4.0625; 84 -1.5545 18 3.7535

76. 85 -2.8725 18 2.8725; 86 -3.7535 18 1.5545; 87 -4.0625 18 0

77. 88 -3.7535 18 -1.5545; 89 -2.8725 18 -2.8725; 90 -1.5545 18 -3.7535

78. 91 0 18 -4.0625; 92 1.5545 18 -3.7535; 93 2.8725 18 -2.8725

79. 94 3.7535 18 -1.5545; 96 4.0625 22.5 0; 97 3.7535 22.5 1.5545

80. 98 2.8725 22.5 2.8725; 99 1.5545 22.5 3.7535; 100 0 22.5 4.0625

81. 101 -1.5545 22.5 3.7535; 102 -2.8725 22.5 2.8725; 103 -3.7535 22.5 1.5545

82. 104 -4.0625 22.5 0; 105 -3.7535 22.5 -1.5545; 106 -2.8725 22.5 -2.8725

83. 107 -1.5545 22.5 -3.7535; 108 0 22.5 -4.0625; 109 1.5545 22.5 -3.7535

84. 110 2.8725 22.5 -2.8725; 111 3.7535 22.5 -1.5545; 113 4.0625 27 0

85. 114 3.7535 27 1.5545; 115 2.8725 27 2.8725; 116 1.5545 27 3.7535

86. 117 0 27 4.0625; 118 -1.5545 27 3.7535; 119 -2.8725 27 2.8725

87. 120 -3.7535 27 1.5545; 121 -4.0625 27 0; 122 -3.7535 27 -1.5545

88. 123 -2.8725 27 -2.8725; 124 -1.554 27 -3.7535; 125 0 27 -4.0625

89. 126 1.554 27 -3.7535; 127 2.872 27 -2.8725; 128 3.753 27 -1.5545

90. 130 4.063 31.5 0; 131 3.753 31.5 1.5545; 132 2.872 31.5 2.8725

91. 133 1.554 31.5 3.7535; 134 0 31.5 4.0625; 135 -1.554 31.5 3.7535

92. 136 -2.872 31.5 2.8725; 137 -3.753 31.5 1.5545; 138 -4.063 31.5 0

93. 139 -3.753 31.5 -1.5545; 140 -2.872 31.5 -2.8725; 141 -1.554 31.5 -3.7535

94. 142 0 31.5 -4.0625; 143 1.554 31.5 -3.753; 144 2.872 31.5 -2.8725

95. 145 3.753 31.5 -1.5545; 147 4.063 36 0; 148 3.753 36 1.5545

96. 149 2.872 36 2.8725; 150 1.554 36 3.7535; 151 0 36 4.0625

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STAAD SPACE -- PAGE NO. 3

97. 152 -1.554 36 3.7535; 153 -2.872 36 2.8725; 154 -3.753 36 1.5545

98. 155 -4.063 36 0; 156 -3.753 36 -1.5545; 157 -2.872 36 -2.8725

99. 158 -1.554 36 -3.7535; 159 0 36 -4.0625; 160 1.554 36 -3.7535

100. 161 2.872 36 -2.8725; 162 3.753 36 -1.5545; 163 -27 0 27; 164 -13.5 0 27

101. 165 -2.872 0 27; 166 -1.554 0 27; 167 0 0 27; 168 1.554 0 27; 169 2.872 0 27

102. 170 13.5 0 27; 171 27 0 27; 172 -27 0 13.5; 173 -13.5 0 13.5

103. 174 -2.872 0 13.5; 175 -1.554 0 13.5; 176 0 0 13.5; 177 1.554 0 13.5

104. 178 2.872 0 13.5; 179 13.5 0 13.5; 180 27 0 13.5; 181 -27 0 2.8725

105. 182 -13.5 0 2.8725; 183 13.5 0 2.8725; 184 27 0 2.8725; 185 -27 0 1.5545

106. 186 -13.5 0 1.5545; 187 13.5 0 1.5545; 188 27 0 1.5545; 189 -27 0 0

107. 190 -13.5 0 0; 191 13.5 0 0; 192 27 0 0; 193 -27 0 -1.5545

108. 194 -13.5 0 -1.5545; 195 13.5 0 -1.5545; 196 27 0 -1.5545; 197 -27 0 -2.8725

109. 198 -13.5 0 -2.8725; 199 13.5 0 -2.8725; 200 27 0 -2.8725; 201 -27 0 -13.5

110. 202 -13.5 0 -13.5; 203 -2.872 0 -13.5; 204 -1.554 0 -13.5; 205 0 0 -13.5

111. 206 1.554 0 -13.5; 207 2.872 0 -13.5; 208 13.5 0 -13.5; 209 27 0 -13.5

112. 210 -27 0 -27; 211 -13.5 0 -27; 212 -2.872 0 -27; 213 -1.554 0 -27

113. 214 0 0 -27; 215 1.554 0 -27; 216 2.872 0 -27; 217 13.5 0 -27; 218 27 0 -27

114. 219 -27 4.5 27; 220 -13.5 4.5 27; 221 -2.872 4.5 27; 222 -1.554 4.5 27

115. 223 0 4.5 27; 224 1.554 4.5 27; 225 2.872 4.5 27; 226 13.5 4.5 27

116. 227 27 4.5 27; 228 -27 4.5 13.5; 229 -13.5 4.5 13.5; 230 -2.872 4.5 13.5

117. 231 -1.554 4.5 13.5; 232 0 4.5 13.5; 233 1.554 4.5 13.5; 234 2.872 4.5 13.5

118. 235 13.5 4.5 13.5; 236 27 4.5 13.5; 237 -27 4.5 2.8725; 238 -13.5 4.5 2.8725

119. 239 13.5 4.5 2.8725; 240 27 4.5 2.8725; 241 -27 4.5 1.5545

120. 242 -13.5 4.5 1.5545; 243 13.5 4.5 1.5545; 244 27 4.5 1.5545; 245 -27 4.5 0

121. 246 -13.5 4.5 0; 247 13.5 4.5 0; 248 27 4.5 0; 249 -27 4.5 -1.5545

122. 250 -13.5 4.5 -1.5545; 251 13.5 4.5 -1.5545; 252 27 4.5 -1.5545

123. 253 -27 4.5 -2.8725; 254 -13.5 4.5 -2.8725; 255 13.5 4.5 -2.8725

124. 256 27 4.5 -2.8725; 257 -27 4.5 -13.5; 258 -13.5 4.5 -13.5

125. 259 -2.872 4.5 -13.5; 260 -1.554 4.5 -13.5; 261 0 4.5 -13.5

126. 262 1.554 4.5 -13.5; 263 2.872 4.5 -13.5; 264 13.5 4.5 -13.5; 265 27 4.5 -13.5

127. 266 -27 4.5 -27; 267 -13.5 4.5 -27; 268 -2.872 4.5 -27; 269 -1.554 4.5 -27

128. 270 0 4.5 -27; 271 1.554 4.5 -27; 272 2.872 4.5 -27; 273 13.5 4.5 -27

129. 274 27 4.5 -27; 275 -27 9 27; 276 -13.5 9 27; 277 -2.872 9 27; 278 -1.554 9 27

130. 279 0 9 27; 280 1.554 9 27; 281 2.872 9 27; 282 13.5 9 27; 283 27 9 27

131. 284 -27 9 13.5; 285 -13.5 9 13.5; 286 -2.872 9 13.5; 287 -1.554 9 13.5

132. 288 0 9 13.5; 289 1.554 9 13.5; 290 2.872 9 13.5; 291 13.5 9 13.5

133. 292 27 9 13.5; 293 -27 9 2.8725; 294 -13.5 9 2.8725; 295 13.5 9 2.8725

134. 296 27 9 2.8725; 297 -27 9 1.5545; 298 -13.5 9 1.5545; 299 13.5 9 1.5545

135. 300 27 9 1.5545; 301 -27 9 0; 302 -13.5 9 0; 303 13.5 9 0; 304 27 9 0

136. 305 -27 9 -1.5545; 306 -13.5 9 -1.5545; 307 13.5 9 -1.5545; 308 27 9 -1.5545

137. 309 -27 9 -2.8725; 310 -13.5 9 -2.8725; 311 13.5 9 -2.8725; 312 27 9 -2.8725

138. 313 -27 9 -13.5; 314 -13.5 9 -13.5; 315 -2.872 9 -13.5; 316 -1.554 9 -13.5

139. 317 0 9 -13.5; 318 1.554 9 -13.5; 319 2.872 9 -13.5; 320 13.5 9 -13.5

140. 321 27 9 -13.5; 322 -27 9 -27; 323 -13.5 9 -27; 324 -2.872 9 -27

141. 325 -1.554 9 -27; 326 0 9 -27; 327 1.554 9 -27; 328 2.872 9 -27

142. 329 13.5 9 -27; 330 27 9 -27; 331 -27 13.5 27; 332 -13.5 13.5 27

143. 333 -2.872 13.5 27; 334 -1.554 13.5 27; 335 0 13.5 27; 336 1.554 13.5 27

144. 337 2.872 13.5 27; 338 13.5 13.5 27; 339 27 13.5 27; 340 -27 13.5 13.5

145. 341 -13.5 13.5 13.5; 342 -2.872 13.5 13.5; 343 -1.554 13.5 13.5

146. 344 0 13.5 13.5; 345 1.554 13.5 13.5; 346 2.872 13.5 13.5; 347 13.5 13.5 13.5

147. 348 27 13.5 13.5; 349 -27 13.5 2.8725; 350 -13.5 13.5 2.8725

148. 351 13.5 13.5 2.8725; 352 27 13.5 2.8725; 353 -27 13.5 1.5545

149. 354 -13.5 13.5 1.5545; 355 13.5 13.5 1.5545; 356 27 13.5 1.5545

150. 357 -27 13.5 0; 358 -13.5 13.5 0; 359 13.5 13.5 0; 360 27 13.5 0

151. 361 -27 13.5 -1.5545; 362 -13.5 13.5 -1.5545; 363 13.5 13.5 -1.5545

152. 364 27 13.5 -1.5545; 365 -27 13.5 -2.8725; 366 -13.5 13.5 -2.8725

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153. 367 13.5 13.5 -2.8725; 368 27 13.5 -2.8725; 369 -27 13.5 -13.5

154. 370 -13.5 13.5 -13.5; 371 -2.872 13.5 -13.5; 372 -1.554 13.5 -13.5

155. 373 0 13.5 -13.5; 374 1.554 13.5 -13.5; 375 2.872 13.5 -13.5

156. 376 13.5 13.5 -13.5; 377 27 13.5 -13.5; 378 -27 13.5 -27; 379 -13.5 13.5 -27

157. 380 -2.872 13.5 -27; 381 -1.554 13.5 -27; 382 0 13.5 -27; 383 1.554 13.5 -27

158. 384 2.872 13.5 -27; 385 13.5 13.5 -27; 386 27 13.5 -27; 387 -27 18 27

159. 388 -13.5 18 27; 389 -2.872 18 27; 390 -1.554 18 27; 391 0 18 27

160. 392 1.554 18 27; 393 2.872 18 27; 394 13.5 18 27; 395 27 18 27

161. 396 -27 18 13.5; 397 -13.5 18 13.5; 398 -2.872 18 13.5; 399 -1.554 18 13.5

162. 400 0 18 13.5; 401 1.554 18 13.5; 402 2.872 18 13.5; 403 13.5 18 13.5

163. 404 27 18 13.5; 405 -27 18 2.8725; 406 -13.5 18 2.8725; 407 13.5 18 2.8725

164. 408 27 18 2.8725; 409 -27 18 1.5545; 410 -13.5 18 1.5545; 411 13.5 18 1.5545

165. 412 27 18 1.5545; 413 -27 18 0; 414 -13.5 18 0; 415 13.5 18 0; 416 27 18 0

166. 417 -27 18 -1.5545; 418 -13.5 18 -1.5545; 419 13.5 18 -1.5545

167. 420 27 18 -1.5545; 421 -27 18 -2.8725; 422 -13.5 18 -2.8725

168. 423 13.5 18 -2.8725; 424 27 18 -2.8725; 425 -27 18 -13.5; 426 -13.5 18 -13.5

169. 427 -2.872 18 -13.5; 428 -1.554 18 -13.5; 429 0 18 -13.5; 430 1.554 18 -13.5

170. 431 2.872 18 -13.5; 432 13.5 18 -13.5; 433 27 18 -13.5; 434 -27 18 -27

171. 435 -13.5 18 -27; 436 -2.872 18 -27; 437 -1.554 18 -27; 438 0 18 -27

172. 439 1.554 18 -27; 440 2.872 18 -27; 441 13.5 18 -27; 442 27 18 -27

173. 443 -27 22.5 27; 444 -13.5 22.5 27; 445 -2.872 22.5 27; 446 -1.554 22.5 27

174. 447 0 22.5 27; 448 1.554 22.5 27; 449 2.872 22.5 27; 450 13.5 22.5 27

175. 451 27 22.5 27; 452 -27 22.5 13.5; 453 -13.5 22.5 13.5; 454 -2.872 22.5 13.5

176. 455 -1.554 22.5 13.5; 456 0 22.5 13.5; 457 1.554 22.5 13.5

177. 458 2.872 22.5 13.5; 459 13.5 22.5 13.5; 460 27 22.5 13.5; 461 -27 22.5 2.8725

178. 462 -13.5 22.5 2.8725; 463 13.5 22.5 2.8725; 464 27 22.5 2.8725

179. 465 -27 22.5 1.5545; 466 -13.5 22.5 1.5545; 467 13.5 22.5 1.5545

180. 468 27 22.5 1.5545; 469 -27 22.5 0; 470 -13.5 22.5 0; 471 13.5 22.5 0

181. 472 27 22.5 0; 473 -27 22.5 -1.5545; 474 -13.5 22.5 -1.5545

182. 475 13.5 22.5 -1.5545; 476 27 22.5 -1.5545; 477 -27 22.5 -2.8725

183. 478 -13.5 22.5 -2.8725; 479 13.5 22.5 -2.8725; 480 27 22.5 -2.8725

184. 481 -27 22.5 -13.5; 482 -13.5 22.5 -13.5; 483 -2.872 22.5 -13.5

185. 484 -1.554 22.5 -13.5; 485 0 22.5 -13.5; 486 1.554 22.5 -13.5

186. 487 2.872 22.5 -13.5; 488 13.5 22.5 -13.5; 489 27 22.5 -13.5; 490 -27 22.5 -27

187. 491 -13.5 22.5 -27; 492 -2.872 22.5 -27; 493 -1.554 22.5 -27; 494 0 22.5 -27

188. 495 1.554 22.5 -27; 496 2.872 22.5 -27; 497 13.5 22.5 -27; 498 27 22.5 -27

189. 499 -27 27 27; 500 -13.5 27 27; 501 -2.872 27 27; 502 -1.554 27 27

190. 503 0 27 27; 504 1.554 27 27; 505 2.872 27 27; 506 13.5 27 27; 507 27 27 27

191. 508 -27 27 13.5; 509 -13.5 27 13.5; 510 -2.872 27 13.5; 511 -1.554 27 13.5

192. 512 0 27 13.5; 513 1.554 27 13.5; 514 2.872 27 13.5; 515 13.5 27 13.5

193. 516 27 27 13.5; 517 -27 27 2.8725; 518 -13.5 27 2.8725; 519 13.5 27 2.8725

194. 520 27 27 2.8725; 521 -27 27 1.5545; 522 -13.5 27 1.5545; 523 13.5 27 1.5545

195. 524 27 27 1.5545; 525 -27 27 0; 526 -13.5 27 0; 527 13.5 27 0; 528 27 27 0

196. 529 -27 27 -1.5545; 530 -13.5 27 -1.5545; 531 13.5 27 -1.5545

197. 532 27 27 -1.5545; 533 -27 27 -2.8725; 534 -13.5 27 -2.8725

198. 535 13.5 27 -2.8725; 536 27 27 -2.8725; 537 -27 27 -13.5; 538 -13.5 27 -13.5

199. 539 -2.872 27 -13.5; 540 -1.554 27 -13.5; 541 0 27 -13.5; 542 1.554 27 -13.5

200. 543 2.872 27 -13.5; 544 13.5 27 -13.5; 545 27 27 -13.5; 546 -27 27 -27

201. 547 -13.5 27 -27; 548 -2.872 27 -27; 549 -1.554 27 -27; 550 0 27 -27

202. 551 1.554 27 -27; 552 2.872 27 -27; 553 13.5 27 -27; 554 27 27 -27

203. 555 -27 31.5 27; 556 -13.5 31.5 27; 557 -2.872 31.5 27; 558 -1.554 31.5 27

204. 559 0 31.5 27; 560 1.554 31.5 27; 561 2.872 31.5 27; 562 13.5 31.5 27

205. 563 27 31.5 27; 564 -27 31.5 13.5; 565 -13.5 31.5 13.5; 566 -2.872 31.5 13.5

206. 567 -1.554 31.5 13.5; 568 0 31.5 13.5; 569 1.554 31.5 13.5

207. 570 2.872 31.5 13.5; 571 13.5 31.5 13.5; 572 27 31.5 13.5; 573 -27 31.5 2.8725

208. 574 -13.5 31.5 2.8725; 575 13.5 31.5 2.8725; 576 27 31.5 2.8725

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209. 577 -27 31.5 1.5545; 578 -13.5 31.5 1.5545; 579 13.5 31.5 1.5545

210. 580 27 31.5 1.5545; 581 -27 31.5 0; 582 -13.5 31.5 0; 583 13.5 31.5 0

211. 584 27 31.5 0; 585 -27 31.5 -1.5545; 586 -13.5 31.5 -1.5545

212. 587 13.5 31.5 -1.5545; 588 27 31.5 -1.5545; 589 -27 31.5 -2.8725

213. 590 -13.5 31.5 -2.8725; 591 13.5 31.5 -2.8725; 592 27 31.5 -2.8725

214. 593 -27 31.5 -13.5; 594 -13.5 31.5 -13.5; 595 -2.872 31.5 -13.5

215. 596 -1.554 31.5 -13.5; 597 0 31.5 -13.5; 598 1.554 31.5 -13.5

216. 599 2.872 31.5 -13.5; 600 13.5 31.5 -13.5; 601 27 31.5 -13.5; 602 -27 31.5 -27

217. 603 -13.5 31.5 -27; 604 -2.872 31.5 -27; 605 -1.554 31.5 -27; 606 0 31.5 -27

218. 607 1.554 31.5 -27; 608 2.872 31.5 -27; 609 13.5 31.5 -27; 610 27 31.5 -27

219. 611 -27 36 27; 612 -13.5 36 27; 613 -2.872 36 27; 614 -1.554 36 27

220. 615 0 36 27; 616 1.554 36 27; 617 2.872 36 27; 618 13.5 36 27; 619 27 36 27

221. 620 -27 36 13.5; 621 -13.5 36 13.5; 622 -2.872 36 13.5; 623 -1.554 36 13.5

222. 624 0 36 13.5; 625 1.554 36 13.5; 626 2.872 36 13.5; 627 13.5 36 13.5

223. 628 27 36 13.5; 629 -27 36 2.8725; 630 -13.5 36 2.8725; 631 13.5 36 2.8725

224. 632 27 36 2.8725; 633 -27 36 1.5545; 634 -13.5 36 1.5545; 635 13.5 36 1.5545

225. 636 27 36 1.5545; 637 -27 36 0; 638 -13.5 36 0; 639 13.5 36 0; 640 27 36 0

226. 641 -27 36 -1.5545; 642 -13.5 36 -1.5545; 643 13.5 36 -1.5545

227. 644 27 36 -1.5545; 645 -27 36 -2.8725; 646 -13.5 36 -2.8725

228. 647 13.5 36 -2.8725; 648 27 36 -2.8725; 649 -27 36 -13.5; 650 -13.5 36 -13.5

229. 651 -2.872 36 -13.5; 652 -1.554 36 -13.5; 653 0 36 -13.5; 654 1.554 36 -13.5

230. 655 2.872 36 -13.5; 656 13.5 36 -13.5; 657 27 36 -13.5; 658 -27 36 -27

231. 659 -13.5 36 -27; 660 -2.872 36 -27; 661 -1.554 36 -27; 662 0 36 -27

232. 663 1.554 36 -27; 664 2.872 36 -27; 665 13.5 36 -27; 666 27 36 -27

233. ELEMENT INCIDENCES SHELL

234. 1 33 32 15 16; 2 32 31 14 15; 3 31 30 13 14; 4 30 29 12 13; 5 29 28 11 12

235. 6 28 43 26 11; 7 43 42 25 26; 8 42 41 24 25; 9 41 40 23 24; 10 40 39 22 23

236. 11 39 38 21 22; 12 38 37 20 21; 13 37 36 19 20; 14 36 35 18 19; 15 35 34 17 18

237. 16 34 33 16 17; 100 50 49 32 33; 101 49 48 31 32; 102 48 47 30 31

238. 103 47 46 29 30; 104 46 45 28 29; 105 45 60 43 28; 106 60 59 42 43

239. 107 59 58 41 42; 108 58 57 40 41; 109 57 56 39 40; 110 56 55 38 39

240. 111 55 54 37 38; 112 54 53 36 37; 113 53 52 35 36; 114 52 51 34 35

241. 115 51 50 33 34; 200 67 66 49 50; 201 66 65 48 49; 202 65 64 47 48

242. 203 64 63 46 47; 204 63 62 45 46; 205 62 77 60 45; 206 77 76 59 60

243. 207 76 75 58 59; 208 75 74 57 58; 209 74 73 56 57; 210 73 72 55 56

244. 211 72 71 54 55; 212 71 70 53 54; 213 70 69 52 53; 214 69 68 51 52

245. 215 68 67 50 51; 300 84 83 66 67; 301 83 82 65 66; 302 82 81 64 65

246. 303 81 80 63 64; 304 80 79 62 63; 305 79 94 77 62; 306 94 93 76 77

247. 307 93 92 75 76; 308 92 91 74 75; 309 91 90 73 74; 310 90 89 72 73

248. 311 89 88 71 72; 312 88 87 70 71; 313 87 86 69 70; 314 86 85 68 69

249. 315 85 84 67 68; 400 101 100 83 84; 401 100 99 82 83; 402 99 98 81 82

250. 403 98 97 80 81; 404 97 96 79 80; 405 96 111 94 79; 406 111 110 93 94

251. 407 110 109 92 93; 408 109 108 91 92; 409 108 107 90 91; 410 107 106 89 90

252. 411 106 105 88 89; 412 105 104 87 88; 413 104 103 86 87; 414 103 102 85 86

253. 415 102 101 84 85; 500 118 117 100 101; 501 117 116 99 100; 502 116 115 98 99

254. 503 115 114 97 98; 504 114 113 96 97; 505 113 128 111 96; 506 128 127 110 111

255. 507 127 126 109 110; 508 126 125 108 109; 509 125 124 107 108

256. 510 124 123 106 107; 511 123 122 105 106; 512 122 121 104 105

257. 513 121 120 103 104; 514 120 119 102 103; 515 119 118 101 102

258. 600 135 134 117 118; 601 134 133 116 117; 602 133 132 115 116

259. 603 132 131 114 115; 604 131 130 113 114; 605 130 145 128 113

260. 606 145 144 127 128; 607 144 143 126 127; 608 143 142 125 126

261. 609 142 141 124 125; 610 141 140 123 124; 611 140 139 122 123

262. 612 139 138 121 122; 613 138 137 120 121; 614 137 136 119 120

263. 615 136 135 118 119; 700 152 151 134 135; 701 151 150 133 134

264. 702 150 149 132 133; 703 149 148 131 132; 704 148 147 130 131

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265. 705 147 162 145 130; 706 162 161 144 145; 707 161 160 143 144

266. 708 160 159 142 143; 709 159 158 141 142; 710 158 157 140 141

267. 711 157 156 139 140; 712 156 155 138 139; 713 155 154 137 138

268. 714 154 153 136 137; 715 153 152 135 136

269. ELEMENT INCIDENCES SOLID

270. 716 219 220 164 163 228 229 173 172; 717 164 165 221 220 173 174 230 229

271. 718 165 166 222 221 174 175 231 230; 719 166 167 223 222 175 176 232 231

272. 720 167 168 224 223 176 177 233 232; 721 168 169 225 224 177 178 234 233

273. 722 169 170 226 225 178 179 235 234; 723 170 171 227 226 179 180 236 235

274. 724 172 173 229 228 181 182 238 237; 725 173 174 230 229 182 17 34 238

275. 726 174 175 231 230 17 16 33 34; 727 175 176 232 231 16 15 32 33

276. 728 176 177 233 232 15 14 31 32; 729 177 178 234 233 14 13 30 31

277. 730 178 179 235 234 13 183 239 30; 731 179 180 236 235 183 184 240 239

278. 732 181 182 238 237 185 186 242 241; 733 182 17 34 238 186 18 35 242

279. 734 13 183 239 30 12 187 243 29; 735 183 184 240 239 187 188 244 243

280. 736 185 186 242 241 189 190 246 245; 737 186 18 35 242 190 19 36 246

281. 738 12 187 243 29 11 191 247 28; 739 187 188 244 243 191 192 248 247

282. 740 189 190 246 245 193 194 250 249; 741 190 19 36 246 194 20 37 250

283. 742 11 191 247 28 26 195 251 43; 743 191 192 248 247 195 196 252 251

284. 744 193 194 250 249 197 198 254 253; 745 194 20 37 250 198 21 38 254

285. 746 43 251 195 26 42…