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Home My WebLink About20230439 233 Lake Verizon Antenna OklahomaTrack_MApass_20230516 Date: May 16, 2023 Mount Analysis Report Project Information: Carrier: Verizon Wireless Scope of Work: “New Site Build” Site Name: Oklahoma Track Site Address: 233 Lake Avenue, Saratoga Springs, NY, 12866 Site Type: Rooftop Mounted Antennas Tectonic Project Number: 11860.097 Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C. (Tectonic) is pleased to submit this “Mount Analysis Report” to determine the structural integrity of the above-mentioned antenna mount site. The purpose of the analysis is to determine the acceptability of the stress level of the proposed antenna mounts, connections, and supporting structure. Based on our analysis we have determined the mount stress level to be as follows: All Sectors: Sufficient This analysis has been performed in accordance with the 2020 New York State Building Code (IBC 2018) based upon an ultimate 3-second gust wind of 109 mph as required for use in the ANSI/TIA- 222-H-1-2019 Standard. Exposure Category C with a maximum topographic factor, Kzt, of 1.0 and Risk Category II were used in this analysis. We at Tectonic appreciate the opportunity of providing our continuing professional services to you . If you have any questions or need further assistance on this or any other projects, please give us a call. Structural analysis prepared / reviewed by: Jose Rosales / Veronica Elson Respectfully submitted by: Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C. Edward N. Iamiceli, P.E. Managing Director – Structural Rooftop Mount Analysis Report May 16, 2023 Project Number: 11860.097 TABLE OF CONTENTS 1) INTRODUCTION/PURPOSE 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Loading Information 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 –Stresses/Adequacy 4.1) Results/Conclusions 5) APPENDIX A – All Sectors Software Input Calculations 6) APPENDIX B – All Sectors Wire Frame and Rendered Models 7) APPENDIX C – All Sectors Software Analysis Output 8) APPENDIX D – All Sectors Additional Calculation 9) APPENDIX E References and Structural Details Rooftop Mount Analysis Report May 16, 2023 Project Number: 11860.097 1) INTRODUCTION/PURPOSE Analysis of the proposed antenna mounts, connections, and supporting structure due to the loading of the proposed antenna and related appurtenances on the top of the existing rooftop structure. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 109 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 1.0 in Wind Speed with Ice: 40 mph Service Wind Speed: 60 mph Seismic Ss/S1: 0.213 / 0.064 Table 1 - Proposed Equipment Loading Information Mounting Level (ft) Carrier Designation Quantity Manufacturer Equipment Model Proposed Mount Type Note 51 Verizon Wireless 6 JMA Wireless MX10FRO860 Mounting Frame 1 3 Samsung MT6407-77A 3 Samsung B2/B66A RRH-BR049 3 Samsung B5/B13 RRH-BR04C 3 Samsung CBRS RRH 1 Raycap RCMDC-6627-PF-48 Note: 1) To be mounted on existing and proposed mounts. 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Prepared By Dated Structural Drawings 260 Structural Engineering 10/06/14 Building Drawings RE4ORM ARCHITECTURE 12/01/14 Field Notes and Photos Tectonic 09/28/21 Lease Exhibit 11/29/22 3.1) Analysis Method A tool internally developed, using Microsoft Excel, was used to calculate win d loading on all appurtenances and mount members. This information was then used in conjunction with another program, RISA-3D, which is a commercially available analysis software package, used to check the supporting building framing and calculate member stresses for various loading cases. The selected output from the analysis is included in Appendix C and D. Rooftop Mount Analysis Report May 16, 2023 Project Number: 11860.097 3.2) Assumptions 1) The configuration of antennas, equipment, mounts, and other appurtenances are as specified in Table 1. 2) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 3) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) Pipe ASTM A53 (GR 35) Connection Bolts ASTM A325 4) Maintenance loads not considered. Mount to be accessed via stand alone ladder on rooftop or other means. This analysis may be affected if any assumptions are not valid or have been made in error. Tectonic should be notified to determine the effect on the structural integrity of the mounts. 4) ANALYSIS RESULTS Table 3 - Stresses/Adequacy Notes Component Mounting Level (ft) Maximum % Capacity Pass / Fail 1 Mounting Frame 51 49 Pass 2 Connections 89 Pass Supporting Structure 33 Pass Structure Rating (max from all components) = 89% Note: 1) See additional documentation in Appendices C for analysis output calculations supporting the % capacity utilized. 2) See additional documentation in Appendices D for analysis output calculations supporting the % capacity utilized. 4.1) Results/Conclusions The proposed antenna frame mount and supporting structure at all sectors will be adequate to support the proposed installation as detailed in the following report . Contractor shall field verify existing conditions and recommendations as noted on the construction drawings and notify the design engineer of any discrepancies prior to fabrication of steel . Any further changes to the antenna , equipment and/or appurtenance configuration should be reviewed with respect to their effect on structural loads prior to implementation. Rooftop Mount Analysis Report May 16, 2023 Project Number: 11860.097 APPENDIX A – ALL SECTORS SOFTWARE INPUT CALCULATIONS Job No.: Sheet No.: 1 of 4 Calculated By: JJR Date : 05/15/23 Checked By: VE Date : 05/15/23 W.O. Project Name Location County Tower Type RT Structure Height 35.0 Supporting Str Height 0 Risk Category II Exposure Category C Topo Category 1 Height of crest 0 Mean elevation (zs)312.97 Without ice 109 mph With ice 40 mph Maintenance Wind 30 mph Ice thickness 1.00 in Ice thickness 1.00 Height *z (ft) Earthquake 1.00 Kh Kzt Ks 1.00 Kz Ke 0.99 Kiz Kc 1.00 No Ice Kt N/A With Ice f N/A Maintenance zg 900 (tiz)Ice Thk a 9.5 No Ice Kz,min 0.85 With Ice Kd 0.95 Maintenance Gh 1.00 *z is the top of antennas. Importance Factor 55 N/A 31.88 4.29 Supporting Data: ft 11860.097 Oklahoma Track 233 Lake Avenue, Saratoga Springs, NY 12866 Saratoga 1.00 Rooftop 1.05 Open terrain 2.42 Flat or rolling terrain ft Wind Pressure, qz (psf) Appurtenances (qzGh) 31.88 4.29 1.05 Basic Wind Speed (3-sec gust): 2.42 1.12 11860.097 Moderate risk ft ft Or ground mounted WIND AND ICE LOADS PER TIA-222-H Wind Loads RevH.xlsx WindLoads-TIA-H Job No.Sheet No. 2 of 4Calculated By JJR Date : 05/15/23Checked ByVEDate :05/15/230.9WIND WITHOUT ICEAntenna Configuration (E) or (P)Qty per Sectorz (ft)Length or Diameter(ft)Width(in)Depth(in)Flat or Cylindrical?Antenna(Ca)NAntenna(Ca)TFace Normal (Aa)N(ft^2)Windward Face Normal (CaAa)N(ft^2)Side Face (Aa)T(ft^2)Wind ward Side Face (CaAa)T(ft^2)Normal Antenna Wind Load Each(lb)Transverse Antenna Wind Load Each(lb)Antenna Weight(lb)Total Weight(lb)MX10FRO860P2557.9915.007.40Flat1.371.609.9924.694.9314.1839422692.0184.0MT6407-77AP1552.9216.065.51Flat1.201.373.914.221.341.661355379.479.4B2/B66A RRH-BR049P1551.2515.008.10Flat1.201.201.561.690.840.91542970.370.3B5/B13 RRH-BR04CP1551.2515.0010.00Flat1.201.201.561.691.041.13543684.484.4CBRS RRHP1551.3511.405.50Flat1.201.221.281.390.620.68442223.223.2RCMDC-6627-PF-48P1552.4616.5012.60Flat1.201.203.383.652.582.791168932.032.0*Note: (1) RCMDC-6627-PF-48 serves all three sectors∑(CaAA)N37.32∑(CaAA)T21.34 796 454 473 WIND WITH ICE1.05 inAntenna Configuration (E) or (P)Qty per Sectorz (ft)Length or Diameter(ft)Width(in)Depth(in)Flat or Cylindrical?Antenna(Ca)NAntenna(Ca)TFace Normal (Aa)N(ft^2)Windward Face Normal (CaAa)N(ft^2)Side Face (Aa)T(ft^2)Windward Side Face (CaAa)T(ft^2)Normal Antenna Wind Load Each(lb)Transverse Antenna Wind Load Each(lb)Ice Area for Weight (ft^2)Ice Weight Alone (lbs)MX10FRO860P2.0055.008.1717.109.50Cylindrical0.770.7711.6416.176.478.99351929.8146.5MT6407-77AP1.0055.003.1018.167.61Cylindrical0.70.74.692.951.971.2413510.551.6B2/B66A RRH-BR049P1.0055.001.4317.1010.20Cylindrical0.70.72.031.281.210.76534.823.6B5/B13 RRH-BR04CP1.0055.001.4317.1012.10Cylindrical0.70.72.031.281.440.91545.225.6CBRS RRHP1.0055.001.5313.507.60Cylindrical0.70.71.721.080.970.61533.818.7RCMDC-6627-PF-48P1.0055.002.6318.6014.70Cylindrical0.70.74.082.573.232.0311911.958.6∑(CaAA)N25.34∑(CaAA)T14.54 74 43 325Wind Loads11860.097Section 16.6Shielding factor, KaIce Thk =Wind Loads RevH.xlsxEquipment Job No.Sheet No. 3 of 4Calculated By JJR Date : 05/15/23Checked ByVEDate :05/15/230.9Mount PartProjected Width(in)Depth (in)Flat or Cylindrical?Force CoefficientProjected Area (ft^2)Wind Force (lbs/ft)Ice Weight Area(ft^2)Ice Weight(lbs/ft)Projected Area with Ice (ft^2)Wind Force Ice (lbs/ft) Maintenance Wind Force (lbs/ft)3.5" STD. Pipes4.0004.000Cylindrical1.21.0811.53.145.11.832.61.52.5" STD Pipes2.8752.875Cylindrical1.20.788.22.263.71.492.11.2L3x3x3/8"3.003.00Flat21.3514.33.004.92.553.72.1Reduction Factor = Section 16.6Mounting System Information11860.097Wind Loads RevH.xlsxMount Job No. Sheet No. 4 of 4 Calculated By JJR Date : 05/15/23 Checked By VE Date : 05/15/23 Tower Type:RT City: Saratoga Springs Structure Height 35 ft State: New York Supporting Structure Height 0 ft County: Saratoga Mount Height 55 ft Latitude: 43.085313 Longitude: -73.764859 Risk Category II Importance Factor 1.00 Site Soil Classificaiton D Table 2-10 Ss 0.213 https://asce7hazardtool.online/ S1 0.064 Fa 1.6 (Table 2-11, interpolation allowed) FV 2.4 (Table 2-12, interpolation allowed) SDS 0.228 Section 2.7.5 SD1 0.1024 R 2.00 Section 16.7 As 3.00 Section 16.7 & 2.7.8 Cs 0.12 >0.03 Equipment (Discrete Appurtenances) Antenna Configuration (E) or (P) Qty per Sector z (ft) Antenna Weight (lb) Shear Vs= Cs*W (lbs) Vert. Seismic load (Ev, lbs) Seismic load (Eh, lbs) MX10FRO860 P 2 55 92 11 13 33 MT6407-77A P 1 55 79 10 11 29 B2/B66A RRH-BR049 P 1 55 70 8 10 25 B5/B13 RRH-BR04C P 1 55 84 10 12 30 CBRS RRH P 1 55 23 3 3 8 RCMDC-6627-PF-48 P 1 55 32 4 4 12 Mounting System (Discrete Appurtenances) Ev =0.2SDS * D 0.0456 x D "D" is the dead weight of the mount members. Eh= rho * QE 0.12 x W "W" total weight of structure above ground Notes: 1. Wind loads govern over Seismic loads Seismic Check Equivalent Lateral Force Procedure Seismic Information 11860.097 Geographic InformationTower Information Wind Loads RevH.xlsx Seismic Rooftop Mount Analysis Report May 15, 2023 Project Number: 11860.097 APPENDIX B – ALL SECTORS WIRE FRAME AND RENDERED MODELS Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Rooftop Mount Analysis Report May 15, 2023 Project Number: 11860.097 APPENDIX C – ALL SECTORS SOFTWARE ANALYSIS OUTPUT Tectonic Engineering JJR 11860.097 All Sectors May 15, 2023 11860.097 - All Sectors.r3d Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 1 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 0.65 0.49 50 1.25 65 1.15 8 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 3.5" STD. Pipe PIPE_3.5 Beam HSS Pipe A53 Gr.B Typical 2.5 4.52 4.52 9.04 2 2.5" STD. Pipe PIPE_2.5 Beam HSS Pipe A53 Gr.B Typical 1.61 1.45 1.45 2.89 3 L3x3x3/8"L3X3X6 Beam Single Angle A36 Gr.36 Typical 2.11 1.75 1.75 0.101 4 MC12X31 MC12X31 Beam Channel A36 Gr.36 Typical 9.12 11.3 202 1 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Nodal Distributed 1 Dead Load DL -1.05 28 2 WLX None 24 30 3 WLZ None 25 30 4 DLi None 28 30 5 WLXi None 28 30 6 WLZi None 28 30 7 Earthquake (Ev)None -0.046 28 8 Earthquake (Eh)None 0.12 0.12 56 9 WL-X WL-X 28 30 10 WL-Z WL-Z 25 30 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 LRFD 2 1.4D Yes Y 1 1.4 3 1.2D+1.0(WLX+WLZ) - 0 Deg Yes Y 1 1.2 2 1 4 1.2D+1.0(WLX+WLZ) - 30 Deg Yes Y 1 1.2 2 0.87 3 0.5 5 1.2D+1.0(WLX+WLZ) - 60 Deg Yes Y 1 1.2 2 0.5 3 0.87 6 1.2D+1.0(WLX+WLZ) - 90 Deg Yes Y 1 1.2 2 3 1 7 1.2D+1.0(WLX+WLZ) - 120 Deg Yes Y 1 1.2 WL-X 0.5 3 0.87 8 1.2D+1.0(WLX+WLZ) - 150 Deg Yes Y 1 1.2 WL-X 0.87 3 0.5 9 1.2D+1.0(WLX+WLZ) - 180 Deg Yes Y 1 1.2 WL-X 1 3 10 1.2D+1.0(WLX+WLZ) - 210 Deg Yes Y 1 1.2 WL-X 0.87 WL-Z 0.5 11 1.2D+1.0(WLX+WLZ) - 240 Deg Yes Y 1 1.2 WL-X 0.5 WL-Z 0.87 12 1.2D+1.0(WLX+WLZ) - 270 Deg Yes Y 1 1.2 2 WL-Z 1 13 1.2D+1.0(WLX+WLZ) - 300 Deg Yes Y 1 1.2 2 0.5 WL-Z 0.87 14 1.2D+1.0(WLX+WLZ) - 330 Deg Yes Y 1 1.2 2 0.87 WL-Z 0.5 15 **Wind Load with Ice** 16 1.2D+1.0Di+1.0(WLXi+WLZi) - 0 Deg Yes Y 1 1.2 4 1 5 1 6 17 1.2D+1.0Di+1.0(WLXi+WLZi) - 30 Deg Yes Y 1 1.2 4 1 5 0.87 6 0.5 18 1.2D+1.0Di+1.0(WLXi+WLZi) - 60 Deg Yes Y 1 1.2 4 1 5 0.5 6 0.87 19 1.2D+1.0Di+1.0(WLXi+WLZi) - 90 Deg Yes Y 1 1.2 4 1 5 6 1 20 1.2D+1.0Di+1.0(WLXi+WLZi) - 120 Deg Yes Y 1 1.2 4 1 5 -0.5 6 0.87 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 2 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 21 1.2D+1.0Di+1.0(WLXi+WLZi) - 150 Deg Yes Y 1 1.2 4 1 5 -0.87 6 0.5 22 1.2D+1.0Di+1.0(WLXi+WLZi) - 180 Deg Yes Y 1 1.2 4 1 5 -1 6 23 1.2D+1.0Di+1.0(WLXi+WLZi) - 210 Deg Yes Y 1 1.2 4 1 5 -0.87 6 -0.5 24 1.2D+1.0Di+1.0(WLXi+WLZi) - 240 Deg Yes Y 1 1.2 4 1 5 -0.5 6 -0.87 25 1.2D+1.0Di+1.0(WLXi+WLZi) - 270 Deg Yes Y 1 1.2 4 1 5 6 -1 26 1.2D+1.0Di+1.0(WLXi+WLZi) - 300 Deg Yes Y 1 1.2 4 1 5 0.5 6 -0.87 27 1.2D+1.0Di+1.0(WLXi+WLZi) - 330 Deg Yes Y 1 1.2 4 1 5 0.87 6 -0.5 28 **Earthquake load** 29 1.2D+1.0Ev+1.0Eh Yes Y 1 1.2 7 1 8 1 30 *ASD 31 D Y 1 1 32 D+(0.6WLX) - 0 Deg Y 1 1 2 0.6 33 D+(0.6WLX+0.6WLZ) - 30 Deg Y 1 1 2 0.52 3 0.3 34 D+(0.6WLX+0.6WLZ) - 60 Deg Y 1 1 2 0.3 3 0.52 35 D+(0.6WLZ) - 90 Deg Y 1 1 2 3 0.6 36 D+(0.6WLX+0.6WLZ) - 120 Deg Y 1 1 WL-X 0.3 3 0.52 37 D+(0.6WLX+0.6WLZ) - 150 Deg Y 1 1 WL-X 0.52 3 0.3 38 D+(0.6WLX+0.6WLZ) - 180 Deg Y 1 1 WL-X 0.6 3 39 D+(0.6WLX+0.6WLZ) - 210 Deg Y 1 1 WL-X 0.52 WL-Z 0.3 40 D+(0.6WLX+0.6WLZ) - 240 Deg Y 1 1 WL-X 0.3 WL-Z 0.52 41 D+(0.6WLX+0.6WLZ) - 270 Deg Y 1 1 2 WL-Z 0.6 42 D+(0.6WLX+0.6WLZ) - 300 Deg Y 1 1 2 0.3 WL-Z 0.52 43 D+(0.6WLX+0.6WLZ) - 330 Deg Y 1 1 2 0.52 WL-Z 0.3 44 **Wind Load with Ice** 45 D+0.7Di+0.6(WLXi+WLZi) - 0 Deg Y 1 1 4 0.7 5 0.6 6 46 D+0.7Di+0.6(WLXi+WLZi) - 30 Deg Y 1 1 4 0.7 5 0.52 6 0.3 47 D+0.7Di+0.6(WLXi+WLZi) - 60 Deg Y 1 1 4 0.7 5 0.3 6 0.52 48 D+0.7Di+0.6(WLXi+WLZi) - 90 Deg Y 1 1 4 0.7 5 6 0.6 49 D+0.7Di+0.6(WLXi+WLZi) - 120 Deg Y 1 1 4 0.7 5 -0.3 6 0.52 50 D+0.7Di+0.6(WLXi+WLZi) - 150 Deg Y 1 1 4 0.7 5 -0.52 6 0.3 51 D+0.7Di+0.6(WLXi+WLZi) - 180 Deg Y 1 1 4 0.7 5 -0.6 6 52 D+0.7Di+0.6(WLXi+WLZi) - 210 Deg Y 1 1 4 0.7 5 -0.52 6 -0.3 53 D+0.7Di+0.6(WLXi+WLZi) - 240 Deg Y 1 1 4 0.7 5 -0.3 6 -0.52 54 D+0.7Di+0.6(WLXi+WLZi) - 270 Deg Y 1 1 4 0.7 5 6 -0.6 55 D+0.7Di+0.6(WLXi+WLZi) - 300 Deg Y 1 1 4 0.7 5 0.3 6 -0.52 56 D+0.7Di+0.6(WLXi+WLZi) - 330 Deg Y 1 1 4 0.7 5 0.52 6 -0.3 57 **Seismic Load** 58 D+0.7ELv+0.7ELh Y 1 1 7 0.7 8 0.7 59 Structure Check 60 DL Y 1 1 61 0.6WLZ - 90 Deg Y 3 0.6 62 0.6WL-Z - 270 Deg Y WL-Z 0.6 63 0.6WL-X - 180 Deg Y WL-X 0.6 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code Check Loc[in]LCShear Check Loc[in] DirLCphi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft] Cb Eqn 1 75 PIPE_2.5 0.487 85.188 12 0.437 94 10 30694.206 50715 3596.25 3596.25 1 H1-1b 2 3 PIPE_3.5 0.45 19.417 7 0.214 19.417 8 60666.127 78750 7953.75 7953.75 1 H1-1b 3 4 PIPE_3.5 0.443 19.417 11 0.217 19.417 10 60666.127 78750 7953.75 7953.75 1 H1-1b 4 14 PIPE_3.5 0.412 19.417 5 0.253 19.417 6 60666.127 78750 7953.75 7953.75 1 H1-1b 5 2 PIPE_3.5 0.406 21.844 12 0.248 19.417 12 60666.127 78750 7953.75 7953.75 1 H1-1b 6 73 PIPE_3.5 0.397 21.844 6 0.256 19.417 6 60666.127 78750 7953.75 7953.75 1 H1-1b 7 94 L3X3X6 0.394 68.11 11 0.013 0 y 6 8671.494 68364 2307.398 4322.67 1.194 H2-1 8 93 L3X3X6 0.393 68.11 7 0.013 0 z 12 8671.494 68364 2307.398 4323.304 1.195 H2-1 9 86 PIPE_2.5 0.389 115.64610 0.48 116.917 13 21766.399 50715 3596.25 3596.25 1 H1-1b Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 3 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code Check Loc[in]LCShear Check Loc[in] DirLCphi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft] Cb Eqn 10 92 L3X3X6 0.38 68.11 5 0.017 136.22 z 12 8671.494 68364 2307.398 4341.274 1.213 H2-1 11 95 L3X3X6 0.379 68.11 13 0.017 136.22 y 12 8671.494 68364 2307.398 4340.992 1.212 H2-1 12 85 PIPE_2.5 0.376 6.354 8 0.477 5.083 6 21766.399 50715 3596.25 3596.25 1 H1-1b 13 25 PIPE_3.5 0.372 19.417 5 0.206 19.417 3 60666.127 78750 7953.75 7953.75 1 H1-1b 14 23 PIPE_3.5 0.367 19.417 13 0.215 19.417 3 60666.127 78750 7953.75 7953.75 1 H1-1b 15 90 PIPE_3.5 0.347 21.844 6 0.224 19.417 6 60666.127 78750 7953.75 7953.75 1 H1-1b 16 74 PIPE_2.5 0.344 0 6 0.136 94 13 30694.206 50715 3596.25 3596.25 1 H1-1b 17 98 L3X3X6 0.336 62.673 4 0.011 0 z 3 10241.121 68364 2307.398 4445.744 1.216 H2-1 18 99 L3X3X6 0.333 62.673 14 0.011 125.347 z 3 10241.121 68364 2307.398 4446.206 1.217 H2-1 19 17 PIPE_3.5 0.328 21.844 3 0.206 19.417 9 23602.153 78750 7953.75 7953.75 1 H1-1b 20 19 PIPE_3.5 0.312 21.844 3 0.196 19.417 9 23602.153 78750 7953.75 7953.75 1 H1-1b 21 96 L3X3X6 0.201 52.806 13 0.013 0 z 9 9523.46 68364 2307.398 4283.573 1.105 H2-1 22 97 L3X3X6 0.197 77.178 5 0.013 129.984 z 9 9523.46 68364 2307.398 4286.52 1.107 H2-1 23 56 PIPE_2.5 0.161 12.729 7 0.167 8.813 8 30694.206 50715 3596.25 3596.25 1 H1-1b 24 57 PIPE_2.5 0.159 111.833 7 0.145 20.333 5 21766.399 50715 3596.25 3596.25 1 H1-1b 25 1 PIPE_2.5 0.156 8.813 7 0.094 0 7 30694.206 50715 3596.25 3596.25 1 H1-1b 26 55 PIPE_2.5 0.156 10.167 11 0.145 101.667 13 21766.399 50715 3596.25 3596.25 1 H1-1b 27 58 L3X3X6 0.035 29.347 11 0.006 58.694 y 7 39948.067 68364 2307.398 5136.907 1.136 H2-1 28 59 L3X3X6 0.034 29.347 7 0.006 58.694 y 5 39948.067 68364 2307.398 5136.907 1.136 H2-1 29 65 L3X3X6 0.03 27.659 13 0.009 55.317 y 5 42420.133 68364 2307.398 5185.825 1.136 H2-1 30 63 L3X3X6 0.028 27.659 5 0.009 55.317 y 7 42420.133 68364 2307.398 5185.825 1.136 H2-1 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 1 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 LRFD 2 1.4D Y 1 1.4 3 1.2D+1.0(WLX+WLZ) - 0 Deg Y 1 1.2 2 1 4 1.2D+1.0(WLX+WLZ) - 30 Deg Y 1 1.2 2 0.87 3 0.5 5 1.2D+1.0(WLX+WLZ) - 60 Deg Y 1 1.2 2 0.5 3 0.87 6 1.2D+1.0(WLX+WLZ) - 90 Deg Y 1 1.2 2 3 1 7 1.2D+1.0(WLX+WLZ) - 120 Deg Y 1 1.2 WL-X 0.5 3 0.87 8 1.2D+1.0(WLX+WLZ) - 150 Deg Y 1 1.2 WL-X 0.87 3 0.5 9 1.2D+1.0(WLX+WLZ) - 180 Deg Y 1 1.2 WL-X 1 3 10 1.2D+1.0(WLX+WLZ) - 210 Deg Y 1 1.2 WL-X 0.87 WL-Z 0.5 11 1.2D+1.0(WLX+WLZ) - 240 Deg Y 1 1.2 WL-X 0.5 WL-Z 0.87 12 1.2D+1.0(WLX+WLZ) - 270 Deg Y 1 1.2 2 WL-Z 1 13 1.2D+1.0(WLX+WLZ) - 300 Deg Y 1 1.2 2 0.5 WL-Z 0.87 14 1.2D+1.0(WLX+WLZ) - 330 Deg Y 1 1.2 2 0.87 WL-Z 0.5 15 **Wind Load with Ice** 16 1.2D+1.0Di+1.0(WLXi+WLZi) - 0 Deg Y 1 1.2 4 1 5 1 6 17 1.2D+1.0Di+1.0(WLXi+WLZi) - 30 Deg Y 1 1.2 4 1 5 0.87 6 0.5 18 1.2D+1.0Di+1.0(WLXi+WLZi) - 60 Deg Y 1 1.2 4 1 5 0.5 6 0.87 19 1.2D+1.0Di+1.0(WLXi+WLZi) - 90 Deg Y 1 1.2 4 1 5 6 1 20 1.2D+1.0Di+1.0(WLXi+WLZi) - 120 Deg Y 1 1.2 4 1 5 -0.5 6 0.87 21 1.2D+1.0Di+1.0(WLXi+WLZi) - 150 Deg Y 1 1.2 4 1 5 -0.87 6 0.5 22 1.2D+1.0Di+1.0(WLXi+WLZi) - 180 Deg Y 1 1.2 4 1 5 -1 6 23 1.2D+1.0Di+1.0(WLXi+WLZi) - 210 Deg Y 1 1.2 4 1 5 -0.87 6 -0.5 24 1.2D+1.0Di+1.0(WLXi+WLZi) - 240 Deg Y 1 1.2 4 1 5 -0.5 6 -0.87 25 1.2D+1.0Di+1.0(WLXi+WLZi) - 270 Deg Y 1 1.2 4 1 5 6 -1 26 1.2D+1.0Di+1.0(WLXi+WLZi) - 300 Deg Y 1 1.2 4 1 5 0.5 6 -0.87 27 1.2D+1.0Di+1.0(WLXi+WLZi) - 330 Deg Y 1 1.2 4 1 5 0.87 6 -0.5 28 **Earthquake load** 29 1.2D+1.0Ev+1.0Eh Y 1 1.2 7 1 8 1 30 *ASD 31 D Yes Y 1 1 32 D+(0.6WLX) - 0 Deg Yes Y 1 1 2 0.6 33 D+(0.6WLX+0.6WLZ) - 30 Deg Yes Y 1 1 2 0.52 3 0.3 34 D+(0.6WLX+0.6WLZ) - 60 Deg Yes Y 1 1 2 0.3 3 0.52 35 D+(0.6WLZ) - 90 Deg Yes Y 1 1 2 3 0.6 36 D+(0.6WLX+0.6WLZ) - 120 Deg Yes Y 1 1 WL-X 0.3 3 0.52 37 D+(0.6WLX+0.6WLZ) - 150 Deg Yes Y 1 1 WL-X 0.52 3 0.3 38 D+(0.6WLX+0.6WLZ) - 180 Deg Yes Y 1 1 WL-X 0.6 3 39 D+(0.6WLX+0.6WLZ) - 210 Deg Yes Y 1 1 WL-X 0.52 WL-Z 0.3 40 D+(0.6WLX+0.6WLZ) - 240 Deg Yes Y 1 1 WL-X 0.3 WL-Z 0.52 41 D+(0.6WLX+0.6WLZ) - 270 Deg Yes Y 1 1 2 WL-Z 0.6 42 D+(0.6WLX+0.6WLZ) - 300 Deg Yes Y 1 1 2 0.3 WL-Z 0.52 43 D+(0.6WLX+0.6WLZ) - 330 Deg Yes Y 1 1 2 0.52 WL-Z 0.3 44 **Wind Load with Ice** 45 D+0.7Di+0.6(WLXi+WLZi) - 0 Deg Yes Y 1 1 4 0.7 5 0.6 6 46 D+0.7Di+0.6(WLXi+WLZi) - 30 Deg Yes Y 1 1 4 0.7 5 0.52 6 0.3 47 D+0.7Di+0.6(WLXi+WLZi) - 60 Deg Yes Y 1 1 4 0.7 5 0.3 6 0.52 48 D+0.7Di+0.6(WLXi+WLZi) - 90 Deg Yes Y 1 1 4 0.7 5 6 0.6 49 D+0.7Di+0.6(WLXi+WLZi) - 120 Deg Yes Y 1 1 4 0.7 5 -0.3 6 0.52 50 D+0.7Di+0.6(WLXi+WLZi) - 150 Deg Yes Y 1 1 4 0.7 5 -0.52 6 0.3 51 D+0.7Di+0.6(WLXi+WLZi) - 180 Deg Yes Y 1 1 4 0.7 5 -0.6 6 52 D+0.7Di+0.6(WLXi+WLZi) - 210 Deg Yes Y 1 1 4 0.7 5 -0.52 6 -0.3 53 D+0.7Di+0.6(WLXi+WLZi) - 240 Deg Yes Y 1 1 4 0.7 5 -0.3 6 -0.52 54 D+0.7Di+0.6(WLXi+WLZi) - 270 Deg Yes Y 1 1 4 0.7 5 6 -0.6 55 D+0.7Di+0.6(WLXi+WLZi) - 300 Deg Yes Y 1 1 4 0.7 5 0.3 6 -0.52 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 2 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 56 D+0.7Di+0.6(WLXi+WLZi) - 330 Deg Yes Y 1 1 4 0.7 5 0.52 6 -0.3 57 **Seismic Load** 58 D+0.7ELv+0.7ELh Yes Y 1 1 7 0.7 8 0.7 59 Structure Check 60 DL Yes Y 1 1 61 0.6WLZ - 90 Deg Yes Y 3 0.6 62 0.6WL-Z - 270 Deg Yes Y WL-Z 0.6 63 0.6WL-X - 180 Deg Yes Y WL-X 0.6 Node Reactions LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1 31 34 5.588 -0.016 -142.595 0 0 0 2 31 32 -7.066 470.438 140.28 0 0 0 3 31 43 -7.77 426.195 132.879 0 0 0 4 31 44 6.064 -0.015 -137.879 0 0 0 5 31 56 7.821 -0.017 -146.12 0 0 0 6 31 55 -10.439 470.567 140.78 0 0 0 7 31 12 148.165 -0.017 -1.349 0 0 0 8 31 25 143.263 -0.016 0.876 0 0 0 9 31 11 117.128 -0.011 3.055 0 0 0 10 31 53 -8.494 483.024 -146.705 0 0 0 11 31 51 6.264 -0.018 152.435 0 0 0 12 31 40 -5.334 413 -127.179 0 0 0 13 31 38 4.18 -0.014 131.678 0 0 0 14 31 2 3.814 -0.015 139.204 0 0 0 15 31 3 -4.792 466.539 -136.307 0 0 0 16 31 197 -82.19 -0.005 -1.15 0 0 0 17 31 202 78.985 300.458 1.47 0 0 0 18 31 14 -115.098 381.457 -4.387 0 0 0 19 31 33 -137.614 436.467 -0.885 0 0 0 20 31 15 -142.473 464.609 1.9 0 0 0 21 31 Totals:0.001 4312.609 0 22 31 COG (in):X: 203.44 Y: 124.485 Z: 254.193 23 32 34 1193.844 -0.034 209.977 0 0 0 24 32 32 -1573.455 -878.298 -189.814 0 0 0 25 32 43 -1615.819 452.923 129.218 0 0 0 26 32 44 1222.564 -0.014 -135.7 0 0 0 27 32 56 1262.322 -0.105 -365.967 0 0 0 28 32 55 -1669.623 1291.377 347.614 0 0 0 29 32 12 1379.708 -1.49 32.168 0 0 0 30 32 25 1254.907 -1.233 29.442 0 0 0 31 32 11 1447.467 -1.64 7.043 0 0 0 32 32 53 -1592.713 1332.037 -398.622 0 0 0 33 32 51 1200.755 -0.131 409.557 0 0 0 34 32 40 -1533.054 438.809 -112.021 0 0 0 35 32 38 1160.368 -0.011 120.061 0 0 0 36 32 2 1134.776 -0.063 -283.917 0 0 0 37 32 3 -1497.537 -921.167 280.232 0 0 0 38 32 197 915.212 -0.66 -32.102 0 0 0 39 32 202 -1182.229 154.894 41.06 0 0 0 40 32 14 -1750.717 988.039 -4.69 0 0 0 41 32 33 -1467.826 405.157 -71.816 0 0 0 42 32 15 -1703.409 1054.221 -11.727 0 0 0 43 32 Totals:-3414.46 4312.609 -0.005 44 32 COG (in):X: 203.44 Y: 124.485 Z: 254.193 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 3 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 45 33 34 1036.014 -0.875 1056.17 0 0 0 46 33 32 -1366.173 -1390.696 -1250.607 0 0 0 47 33 43 -1395.548 479.796 -552.804 0 0 0 48 33 44 1056.707 -0.123 394.599 0 0 0 49 33 56 1106.464 -0.118 386.924 0 0 0 50 33 55 -1467.635 942.106 -592.562 0 0 0 51 33 12 994.172 -0.774 747.553 0 0 0 52 33 25 1054.014 -0.87 784.209 0 0 0 53 33 11 1536.844 -1.849 730.106 0 0 0 54 33 53 -1364.223 1470.207 -1231.203 0 0 0 55 33 51 1031.034 -0.923 1085.957 0 0 0 56 33 40 -1337.08 405.082 -747.718 0 0 0 57 33 38 1011.3 -0.317 636.045 0 0 0 58 33 2 984.763 -0.33 649.255 0 0 0 59 33 3 -1297.604 -42.795 -830.492 0 0 0 60 33 197 783.805 -0.484 634.211 0 0 0 61 33 202 -1015.784 172.561 -827.542 0 0 0 62 33 14 -1784.878 1857.995 -948.006 0 0 0 63 33 33 -1237.968 416.758 -1105.551 0 0 0 64 33 15 -1287.424 8.259 -934.076 0 0 0 65 33 Totals:-2959.198 4312.609 -1915.532 66 33 COG (in):X: 203.44 Y: 124.485 Z: 254.193 67 34 34 601.144 -1.964 1581.253 0 0 0 68 34 32 -791.381 -1398.094 -1939.374 0 0 0 69 34 43 -802.856 492.589 -1051.269 0 0 0 70 34 44 608.856 -0.483 782.399 0 0 0 71 34 56 655.404 -0.786 999.11 0 0 0 72 34 55 -873.632 462.672 -1340.511 0 0 0 73 34 12 379.362 -0.113 1262.969 0 0 0 74 34 25 607.361 -0.289 1329.411 0 0 0 75 34 11 1245.964 -1.215 1257.849 0 0 0 76 34 53 -770.96 1346.778 -1775.643 0 0 0 77 34 51 584.983 -1.794 1513.849 0 0 0 78 34 40 -781.734 373.817 -1219.076 0 0 0 79 34 38 590.505 -0.812 1018.334 0 0 0 80 34 2 570.584 -1.635 1445.398 0 0 0 81 34 3 -750.987 970.618 -1750.825 0 0 0 82 34 197 419.723 -0.139 1132.24 0 0 0 83 34 202 -555.145 224.45 -1476.348 0 0 0 84 34 14 -1374.019 2334.75 -1635.865 0 0 0 85 34 33 -711.3 433.499 -1845.485 0 0 0 86 34 15 -559.1 -919.24 -1608.665 0 0 0 87 34 Totals:-1707.228 4312.609 -3320.251 88 34 COG (in):X: 203.44 Y: 124.485 Z: 254.193 89 35 34 8.144 -2.117 1641.351 0 0 0 90 35 32 -8.288 -899.401 -2065.065 0 0 0 91 35 43 0.778 487.366 -1231.494 0 0 0 92 35 44 1.054 -0.671 922.848 0 0 0 93 35 56 31.95 -1.337 1303.759 0 0 0 94 35 55 -48.069 -16.802 -1691.651 0 0 0 95 35 12 -297.079 -0.069 1437.388 0 0 0 96 35 25 36.892 -0.001 1515.987 0 0 0 97 35 11 653.833 -0.335 1447.303 0 0 0 98 35 53 26.711 994.746 -1884.152 0 0 0 99 35 51 -15.914 -1.946 1576.477 0 0 0 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 4 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 100 35 40 -18.35 353.119 -1396.434 0 0 0 101 35 38 12.677 -1.057 1161.878 0 0 0 102 35 2 5.531 -2.791 1888.244 0 0 0 103 35 3 -9.162 1841.769 -2233.109 0 0 0 104 35 197 -78.226 -0.005 1326.285 0 0 0 105 35 202 74.454 296.845 -1728.562 0 0 0 106 35 14 -629.023 2288.711 -1885.326 0 0 0 107 35 33 -31.792 451.491 -2087.386 0 0 0 108 35 15 283.881 -1474.906 -1849.399 0 0 0 109 35 Totals:0.002 4312.609 -3831.056 110 35 COG (in):X: 203.44 Y: 124.485 Z: 254.193 111 36 34 -589.039 -1.18 1224.998 0 0 0 112 36 32 776.796 -34.713 -1600.376 0 0 0 113 36 43 807.837 465.581 -1047.566 0 0 0 114 36 44 -609.808 -0.48 780.127 0 0 0 115 36 56 -602.359 -1.175 1222.577 0 0 0 116 36 55 794.909 -371.769 -1554.274 0 0 0 117 36 12 -884.169 -0.614 1227.293 0 0 0 118 36 25 -535.118 -0.225 1298.58 0 0 0 119 36 11 -102.721 -0.009 1252.184 0 0 0 120 36 53 822 501.671 -1529.529 0 0 0 121 36 51 -615.075 -1.241 1258.852 0 0 0 122 36 40 753.818 348.082 -1235.983 0 0 0 123 36 38 -571.512 -0.833 1031.282 0 0 0 124 36 2 -563.195 -2.726 1866.202 0 0 0 125 36 3 735.192 2347.519 -2159.32 0 0 0 126 36 197 -572.635 -0.257 1166.705 0 0 0 127 36 202 682.534 371.615 -1519.874 0 0 0 128 36 14 306.448 1736.291 -1636.05 0 0 0 129 36 33 700.697 466.304 -1773.329 0 0 0 130 36 15 1094.43 -1509.233 -1592.745 0 0 0 131 36 Totals:1829.032 4312.609 -3320.246 132 36 COG (in):X: 203.44 Y: 124.485 Z: 254.193 133 37 34 -1027.633 -0.153 441.215 0 0 0 134 37 32 1349.224 962.791 -669.453 0 0 0 135 37 43 1398.706 433.122 -546.01 0 0 0 136 37 44 -1057.359 -0.12 390.407 0 0 0 137 37 56 -1074.869 -0.469 772.24 0 0 0 138 37 55 1424.785 -497.902 -958.495 0 0 0 139 37 12 -1194.228 -1.121 687.031 0 0 0 140 37 25 -925.744 -0.675 732.666 0 0 0 141 37 11 -803.224 -0.509 721.451 0 0 0 142 37 53 1397.228 -0.599 -800.052 0 0 0 143 37 51 -1048.293 -0.323 642.015 0 0 0 144 37 40 1322.694 360.302 -776.595 0 0 0 145 37 38 -1001.561 -0.339 658.19 0 0 0 146 37 2 -980.171 -1.494 1381.294 0 0 0 147 37 3 1281.497 2353.273 -1545.297 0 0 0 148 37 197 -936.484 -0.687 691.774 0 0 0 149 37 202 1129.762 427.667 -900.599 0 0 0 150 37 14 1135.363 816.962 -947.841 0 0 0 151 37 33 1209.103 473.42 -982.691 0 0 0 152 37 15 1571.524 -1010.537 -906.773 0 0 0 153 37 Totals:3170.32 4312.609 -1915.523 154 37 COG (in):X: 203.44 Y: 124.485 Z: 254.193 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 5 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 155 38 34 -1188.335 -0.192 -495.578 0 0 0 156 38 32 1555.343 1821.97 470.674 0 0 0 157 38 43 1612.078 399.288 137.66 0 0 0 158 38 44 -1219.445 -0.016 -140.943 0 0 0 159 38 56 -1256.505 -0.004 75.446 0 0 0 160 38 55 1668.201 -360.163 -67.439 0 0 0 161 38 12 -1142.664 -1.028 -35.61 0 0 0 162 38 25 -1028.584 -0.833 -27.047 0 0 0 163 38 11 -1256.305 -1.242 -1.101 0 0 0 164 38 53 1594.061 -374.399 106.062 0 0 0 165 38 51 -1197.256 -0.009 -105.75 0 0 0 166 38 40 1533.014 386.869 -144.671 0 0 0 167 38 38 -1160.12 -0.017 145.148 0 0 0 168 38 2 -1132.023 -0.25 564.905 0 0 0 169 38 3 1483.187 1858.348 -555.216 0 0 0 170 38 197 -1070.073 -0.896 30.887 0 0 0 171 38 202 1293.8 449.293 -39.477 0 0 0 172 38 14 1630.483 -219.004 -3.733 0 0 0 173 38 33 1355.115 470.18 66.434 0 0 0 174 38 15 1584.091 -115.284 19.352 0 0 0 175 38 Totals:3658.061 4312.609 0.005 176 38 COG (in):X: 203.44 Y: 124.485 Z: 254.193 177 39 34 -1031.177 -1.359 -1317.725 0 0 0 178 39 32 1346.729 2321.191 1467.861 0 0 0 179 39 43 1393.954 373.169 762.074 0 0 0 180 39 44 -1055.109 -0.329 -647.798 0 0 0 181 39 56 -1101.347 -0.34 -659.295 0 0 0 182 39 55 1463.646 2.47 823.03 0 0 0 183 39 12 -747.819 -0.441 -746.15 0 0 0 184 39 25 -819.019 -0.529 -777.117 0 0 0 185 39 11 -1342.428 -1.416 -722.005 0 0 0 186 39 53 1362.353 -514.017 994.667 0 0 0 187 39 51 -1024.959 -0.504 -800.708 0 0 0 188 39 40 1332.569 420.729 542.687 0 0 0 189 39 38 -1007.8 -0.119 -389.212 0 0 0 190 39 2 -980.703 -0.113 -378.266 0 0 0 191 39 3 1288.944 995.776 592.445 0 0 0 192 39 197 -939.884 -0.692 -635.474 0 0 0 193 39 202 1133.824 428.385 828.628 0 0 0 194 39 14 1658.824 -1095.085 944.21 0 0 0 195 39 33 1102.988 457.138 1093.432 0 0 0 196 39 15 1136.734 928.695 933.648 0 0 0 197 39 Totals:3170.319 4312.609 1908.933 198 39 COG (in):X: 203.44 Y: 124.485 Z: 254.193 199 40 34 -594.493 -2.611 -1826.443 0 0 0 200 40 32 775.171 2329.62 2110.767 0 0 0 201 40 43 797.171 361.496 1219.377 0 0 0 202 40 44 -604.159 -0.813 -1019.159 0 0 0 203 40 56 -647.012 -1.236 -1256.668 0 0 0 204 40 55 862.013 489.1 1529.078 0 0 0 205 40 12 -112.08 -0.01 -1258.173 0 0 0 206 40 25 -350.633 -0.097 -1320.266 0 0 0 207 40 11 -1035.035 -0.841 -1250.952 0 0 0 208 40 53 761.269 -382.243 1576.68 0 0 0 209 40 51 -575.434 -1.209 -1239.902 0 0 0 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 6 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 210 40 40 772.816 453.015 1050.348 0 0 0 211 40 38 -583.655 -0.485 -783.923 0 0 0 212 40 2 -564.414 -1.107 -1186.344 0 0 0 213 40 3 745.089 -14.936 1552.89 0 0 0 214 40 197 -578.315 -0.262 -1131.702 0 0 0 215 40 202 689.315 372.831 1475.106 0 0 0 216 40 14 1206.358 -1574.206 1642.982 0 0 0 217 40 33 517.111 438.318 1827.54 0 0 0 218 40 15 347.948 1848.285 1597.577 0 0 0 219 40 Totals:1829.03 4312.61 3308.812 220 40 COG (in):X: 203.44 Y: 124.485 Z: 254.193 221 41 34 2.935 -2.778 -1883.65 0 0 0 222 41 32 -5.869 1844.032 2227.176 0 0 0 223 41 43 -15.345 367.037 1383.599 0 0 0 224 41 44 10.318 -1.041 -1152.839 0 0 0 225 41 56 -17.627 -1.89 -1553.65 0 0 0 226 41 55 28.935 966.449 1858.807 0 0 0 227 41 12 591.141 -0.274 -1432.483 0 0 0 228 41 25 248.966 -0.049 -1508.721 0 0 0 229 41 11 -418.282 -0.137 -1442.741 0 0 0 230 41 53 -43.79 -15.767 1692.678 0 0 0 231 41 51 28.571 -1.337 -1303.629 0 0 0 232 41 40 6.524 474.477 1240.988 0 0 0 233 41 38 -3.417 -0.685 -932.139 0 0 0 234 41 2 3.657 -2.109 -1638.088 0 0 0 235 41 3 -2.528 -898.994 2060.917 0 0 0 236 41 197 -84.441 -0.006 -1322.338 0 0 0 237 41 202 81.864 298.204 1723.489 0 0 0 238 41 14 397.677 -1525.228 1897.368 0 0 0 239 41 33 -243.077 419.57 2070.971 0 0 0 240 41 15 -566.213 2393.132 1832.141 0 0 0 241 41 Totals:0.001 4312.61 3817.858 242 41 COG (in):X: 203.44 Y: 124.485 Z: 254.193 243 42 34 597.513 -1.708 -1477.227 0 0 0 244 42 32 -785.477 992.717 1789.251 0 0 0 245 42 43 -820.043 388.123 1214.612 0 0 0 246 42 44 619.194 -0.808 -1016.167 0 0 0 247 42 56 614.058 -1.702 -1474.564 0 0 0 248 42 55 -807.222 1306.224 1730.395 0 0 0 249 42 12 1146.796 -1.03 -1226.033 0 0 0 250 42 25 790.409 -0.489 -1294.596 0 0 0 251 42 11 320.053 -0.08 -1248.475 0 0 0 252 42 53 -832.47 479.033 1318.125 0 0 0 253 42 51 622.514 -0.756 -979.659 0 0 0 254 42 40 -757.706 479.22 1066.132 0 0 0 255 42 38 574.82 -0.5 -796.095 0 0 0 256 42 2 568.61 -2.046 -1614.29 0 0 0 257 42 3 -749.466 -1417.442 1979.847 0 0 0 258 42 197 414.629 -0.136 -1160.265 0 0 0 259 42 202 -549.08 225.589 1512.168 0 0 0 260 42 14 -494.37 -965.616 1641.825 0 0 0 261 42 33 -893.888 406.155 1761.479 0 0 0 262 42 15 -1286.103 2427.863 1582.347 0 0 0 263 42 Totals:-1707.23 4312.609 3308.807 264 42 COG (in):X: 203.44 Y: 124.485 Z: 254.193 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 7 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 265 43 34 1034.293 -0.395 -709.809 0 0 0 266 43 32 -1361.14 -5.817 904.19 0 0 0 267 43 43 -1406.822 419.462 754.217 0 0 0 268 43 44 1063.647 -0.324 -642.886 0 0 0 269 43 56 1083.294 -0.845 -1039.04 0 0 0 270 43 55 -1429.468 1425.161 1176.517 0 0 0 271 43 12 1435.927 -1.614 -689.163 0 0 0 272 43 25 1159.303 -1.052 -730.734 0 0 0 273 43 11 1004.042 -0.789 -716.538 0 0 0 274 43 53 -1399.876 972.957 551.075 0 0 0 275 43 51 1052.257 -0.098 -351.52 0 0 0 276 43 40 -1322.175 465.978 570.441 0 0 0 277 43 38 1001.519 -0.133 -410.581 0 0 0 278 43 2 983.476 -0.98 -1117.449 0 0 0 279 43 3 -1298.532 -1425.895 1325.714 0 0 0 280 43 197 780.991 -0.481 -687.136 0 0 0 281 43 202 -1012.437 173.202 895.223 0 0 0 282 43 14 -1281.678 -43.922 942.702 0 0 0 283 43 33 -1343.084 401.117 976.667 0 0 0 284 43 15 -1702.736 1937.077 907.035 0 0 0 285 43 Totals:-2959.199 4312.609 1908.924 286 43 COG (in):X: 203.44 Y: 124.485 Z: 254.193 287 45 34 224.153 -0.015 -138.071 0 0 0 288 45 32 -295.215 429.473 137.969 0 0 0 289 45 43 -304.328 654.567 197.516 0 0 0 290 45 44 230.135 -0.033 -205.006 0 0 0 291 45 56 239.589 -0.055 -263.656 0 0 0 292 45 55 -318.392 872.578 254.285 0 0 0 293 45 12 460.93 -0.167 0.42 0 0 0 294 45 25 432.318 -0.147 5.198 0 0 0 295 45 11 422.737 -0.141 2.953 0 0 0 296 45 53 -309.907 884.239 -263.487 0 0 0 297 45 51 232.957 -0.058 272.554 0 0 0 298 45 40 -295.586 640.346 -190.234 0 0 0 299 45 38 223.331 -0.031 197.359 0 0 0 300 45 2 217.445 -0.013 128.169 0 0 0 301 45 3 -286.597 422.743 -125.984 0 0 0 302 45 197 70.68 -0.004 -4.128 0 0 0 303 45 202 -125.96 399.81 5.274 0 0 0 304 45 14 -488.408 659.329 -3.605 0 0 0 305 45 33 -478.995 675.361 -16.356 0 0 0 306 45 15 -527.711 827.376 8.83 0 0 0 307 45 Totals:-676.825 6465.159 -0.001 308 45 COG (in):X: 204.622 Y: 128.545 Z: 253.912 309 46 34 190.937 0 17.32 0 0 0 310 46 32 -251.375 344.49 -57.08 0 0 0 311 46 43 -259.092 658.849 75.785 0 0 0 312 46 44 195.95 -0.01 -110.356 0 0 0 313 46 56 206.571 -0.014 -132.917 0 0 0 314 46 55 -275.201 807.592 91.082 0 0 0 315 46 12 390.201 -0.12 121.327 0 0 0 316 46 25 393.579 -0.122 132.579 0 0 0 317 46 11 438.979 -0.152 125.757 0 0 0 318 46 53 -273.3 910.335 -415.697 0 0 0 319 46 51 205.926 -0.121 391.957 0 0 0 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 8 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 320 46 40 -263.645 634.706 -311.944 0 0 0 321 46 38 199.257 -0.067 291.936 0 0 0 322 46 2 193.811 -0.072 301.984 0 0 0 323 46 3 -255.375 573.269 -338.623 0 0 0 324 46 197 45.746 -0.002 121.547 0 0 0 325 46 202 -94.254 403.349 -159.132 0 0 0 326 46 14 -494.67 807.344 -165.533 0 0 0 327 46 33 -433.473 677.754 -190.115 0 0 0 328 46 15 -447.153 648.151 -147.124 0 0 0 329 46 Totals:-586.581 6465.159 -357.249 330 46 COG (in):X: 204.622 Y: 128.545 Z: 253.912 331 47 34 108.479 -0.01 113.311 0 0 0 332 47 32 -142.523 348.238 -183.058 0 0 0 333 47 43 -147.112 660.646 -13.797 0 0 0 334 47 44 111.365 -0.001 -40.638 0 0 0 335 47 56 121.019 0 -25.464 0 0 0 336 47 55 -162.005 719.706 -39.815 0 0 0 337 47 12 275.97 -0.06 209.302 0 0 0 338 47 25 308.681 -0.075 224.963 0 0 0 339 47 11 383.236 -0.115 216.185 0 0 0 340 47 53 -166.694 888.41 -515.155 0 0 0 341 47 51 126.08 -0.172 467.08 0 0 0 342 47 40 -162.901 629.284 -401.121 0 0 0 343 47 38 123.252 -0.103 361.178 0 0 0 344 47 2 119.567 -0.158 448.741 0 0 0 345 47 3 -157.406 750.094 -513.135 0 0 0 346 47 197 -23.029 0 214.383 0 0 0 347 47 202 -6.819 413.142 -280.552 0 0 0 348 47 14 -413.278 887.462 -284.94 0 0 0 349 47 33 -328.809 681.04 -313.666 0 0 0 350 47 15 -305.485 487.833 -263.033 0 0 0 351 47 Totals:-338.411 6465.159 -619.23 352 47 COG (in):X: 204.622 Y: 128.545 Z: 253.912 353 48 34 -0.726 -0.012 123.701 0 0 0 354 48 32 1.578 439.66 -205.505 0 0 0 355 48 43 1.085 659.456 -46.838 0 0 0 356 48 44 -0.56 0 -14.838 0 0 0 357 48 56 6.255 -0.001 29.399 0 0 0 358 48 55 -9.622 632.875 -102.682 0 0 0 359 48 12 149.388 -0.018 240.34 0 0 0 360 48 25 200.776 -0.032 257.143 0 0 0 361 48 11 270.696 -0.058 249.602 0 0 0 362 48 53 -19.11 824.425 -534.759 0 0 0 363 48 51 15.185 -0.179 477.434 0 0 0 364 48 40 -20.818 625.546 -433.406 0 0 0 365 48 38 16.037 -0.117 386.175 0 0 0 366 48 2 14.967 -0.22 528.439 0 0 0 367 48 3 -19.484 904.961 -602.029 0 0 0 368 48 197 -116.908 -0.011 249.063 0 0 0 369 48 202 112.516 426.532 -325.874 0 0 0 370 48 14 -266.39 877.848 -329.393 0 0 0 371 48 33 -193.553 684.344 -353.241 0 0 0 372 48 15 -141.31 390.159 -307.227 0 0 0 373 48 Totals:0.002 6465.159 -714.496 374 48 COG (in):X: 204.622 Y: 128.545 Z: 253.912 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 9 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 375 49 34 -107.581 -0.002 46.471 0 0 0 376 49 32 142.444 593.697 -119.385 0 0 0 377 49 43 146.044 655.611 -15.069 0 0 0 378 49 44 -110.025 -0.001 -39.414 0 0 0 379 49 56 -107.149 0 17.565 0 0 0 380 49 55 141.349 570.137 -81.374 0 0 0 381 49 12 44.055 -0.002 206.713 0 0 0 382 49 25 98.601 -0.008 221.127 0 0 0 383 49 11 131.551 -0.014 217.671 0 0 0 384 49 53 130.12 735.555 -469.924 0 0 0 385 49 51 -97.168 -0.139 420.786 0 0 0 386 49 40 124.665 624.456 -400.698 0 0 0 387 49 38 -93.762 -0.102 360.656 0 0 0 388 49 2 -92.068 -0.213 520.599 0 0 0 389 49 3 121.593 997.215 -582.653 0 0 0 390 49 197 -210.868 -0.035 216.856 0 0 0 391 49 202 231.94 439.957 -283.695 0 0 0 392 49 14 -93.26 781.749 -287.815 0 0 0 393 49 33 -63.737 686.801 -299.063 0 0 0 394 49 15 1.673 380.497 -268.583 0 0 0 395 49 Totals:338.416 6465.159 -619.23 396 49 COG (in):X: 204.622 Y: 128.545 Z: 253.912 397 50 34 -183.583 -0.008 -98.475 0 0 0 398 50 32 242.479 769.672 53.094 0 0 0 399 50 43 249.11 650.125 73.611 0 0 0 400 50 44 -187.839 -0.009 -108.257 0 0 0 401 50 56 -188.952 -0.003 -58.4 0 0 0 402 50 55 250.606 548.523 19.192 0 0 0 403 50 12 -11.734 0 116.874 0 0 0 404 50 25 29.46 -0.001 125.983 0 0 0 405 50 11 2.659 0 128.364 0 0 0 406 50 53 241.195 645.21 -337.151 0 0 0 407 50 51 -181.014 -0.076 311.65 0 0 0 408 50 40 234.744 626.333 -311.181 0 0 0 409 50 38 -176.86 -0.067 291.009 0 0 0 410 50 2 -173.014 -0.143 426.602 0 0 0 411 50 3 228.317 1001.889 -459.317 0 0 0 412 50 197 -279.846 -0.062 125.75 0 0 0 413 50 202 319.599 449.829 -164.486 0 0 0 414 50 14 60.256 624.015 -170.5 0 0 0 415 50 33 25.971 687.733 -164.866 0 0 0 416 50 15 85.033 462.2 -156.744 0 0 0 417 50 Totals:586.586 6465.159 -357.248 418 50 COG (in):X: 204.622 Y: 128.545 Z: 253.912 419 51 34 -208.01 -0.058 -271.582 0 0 0 420 51 32 274.479 919.625 264.791 0 0 0 421 51 43 282.163 644.508 195.056 0 0 0 422 51 44 -212.772 -0.032 -202.621 0 0 0 423 51 56 -216.831 -0.025 -177.779 0 0 0 424 51 55 288.297 573.94 171.565 0 0 0 425 51 12 -2.759 0 -4.663 0 0 0 426 51 25 12.209 0 -2.329 0 0 0 427 51 11 -80.814 -0.005 6.013 0 0 0 428 51 53 283.768 578.047 -172.626 0 0 0 429 51 51 -213.475 -0.025 179.792 0 0 0 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 10 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 430 51 40 279.388 630.678 -189.306 0 0 0 431 51 38 -210.587 -0.03 196.254 0 0 0 432 51 2 -205.8 -0.058 272.058 0 0 0 433 51 3 271.655 917.741 -265.554 0 0 0 434 51 197 -305.008 -0.073 0.589 0 0 0 435 51 202 351.568 453.442 -0.756 0 0 0 436 51 14 152.249 447.65 -9.313 0 0 0 437 51 33 51.11 686.863 12.678 0 0 0 438 51 15 86 612.973 -2.267 0 0 0 439 51 Totals:676.83 6465.16 0 440 51 COG (in):X: 204.622 Y: 128.545 Z: 253.912 441 52 34 -174.823 -0.143 -426.858 0 0 0 442 52 32 230.625 1004.273 459.439 0 0 0 443 52 43 237 640.252 316.882 0 0 0 444 52 44 -178.64 -0.07 -297.34 0 0 0 445 52 56 -183.839 -0.075 -308.61 0 0 0 446 52 55 245.021 639.194 334.938 0 0 0 447 52 12 68.049 -0.004 -125.507 0 0 0 448 52 25 50.973 -0.002 -129.623 0 0 0 449 52 11 -97.126 -0.007 -116.782 0 0 0 450 52 53 247.11 551.735 -20.184 0 0 0 451 52 51 -186.397 -0.003 60.303 0 0 0 452 52 40 247.352 636.331 -67.605 0 0 0 453 52 38 -186.447 -0.008 101.682 0 0 0 454 52 2 -182.16 -0.008 98.295 0 0 0 455 52 3 240.663 767.637 -53.04 0 0 0 456 52 197 -280.05 -0.062 -125.202 0 0 0 457 52 202 319.841 449.885 163.78 0 0 0 458 52 14 158.766 299.488 152.816 0 0 0 459 52 33 5.576 684.43 186.252 0 0 0 460 52 15 5.094 792.317 153.611 0 0 0 461 52 Totals:586.586 6465.16 357.248 462 52 COG (in):X: 204.622 Y: 128.545 Z: 253.912 463 53 34 -92.381 -0.215 -522.789 0 0 0 464 53 32 121.982 1000.621 585.137 0 0 0 465 53 43 124.987 638.492 406.569 0 0 0 466 53 44 -94.033 -0.106 -367.134 0 0 0 467 53 56 -98.257 -0.136 -416.067 0 0 0 468 53 55 131.675 727.118 465.773 0 0 0 469 53 12 182.293 -0.026 -213.448 0 0 0 470 53 25 135.871 -0.014 -221.977 0 0 0 471 53 11 -41.343 -0.001 -207.282 0 0 0 472 53 53 140.354 573.709 79.339 0 0 0 473 53 51 -106.521 0 -14.818 0 0 0 474 53 40 146.575 641.79 21.47 0 0 0 475 53 38 -110.42 -0.001 32.513 0 0 0 476 53 2 -107.931 -0.002 -48.529 0 0 0 477 53 3 142.901 590.901 121.756 0 0 0 478 53 197 -211.219 -0.035 -218.042 0 0 0 479 53 202 232.356 440.053 285.205 0 0 0 480 53 14 77.264 219.328 272.585 0 0 0 481 53 33 -99.073 681.083 309.606 0 0 0 482 53 15 -136.665 952.601 269.363 0 0 0 483 53 Totals:338.416 6465.16 619.23 484 53 COG (in):X: 204.622 Y: 128.545 Z: 253.912 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 11 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 485 54 34 16.838 -0.224 -533.235 0 0 0 486 54 32 -21.894 909.63 607.707 0 0 0 487 54 43 -23.315 639.697 439.619 0 0 0 488 54 44 17.967 -0.122 -392.94 0 0 0 489 54 56 16.563 -0.174 -470.841 0 0 0 490 54 55 -20.774 813.718 528.411 0 0 0 491 54 12 308.812 -0.075 -244.517 0 0 0 492 54 25 243.751 -0.047 -254.215 0 0 0 493 54 11 71.308 -0.004 -240.779 0 0 0 494 54 53 -7.329 637.958 98.775 0 0 0 495 54 51 4.357 -0.001 -25.085 0 0 0 496 54 40 4.553 645.554 53.663 0 0 0 497 54 38 -3.248 0 7.585 0 0 0 498 54 2 -3.351 -0.013 -128.346 0 0 0 499 54 3 4.956 435.701 211.059 0 0 0 500 54 197 -117.307 -0.011 -252.61 0 0 0 501 54 202 112.99 426.643 330.402 0 0 0 502 54 14 -69.99 229.047 317.197 0 0 0 503 54 33 -234.303 677.759 349.169 0 0 0 504 54 15 -300.582 1050.123 313.477 0 0 0 505 54 Totals:0.002 6465.16 714.496 506 54 COG (in):X: 204.622 Y: 128.545 Z: 253.912 507 55 34 123.723 -0.164 -456.118 0 0 0 508 55 32 -162.746 755.928 521.987 0 0 0 509 55 43 -168.348 643.516 407.756 0 0 0 510 55 44 127.485 -0.107 -368.295 0 0 0 511 55 56 129.994 -0.166 -458.915 0 0 0 512 55 55 -171.66 876.187 506.933 0 0 0 513 55 12 414.067 -0.135 -210.954 0 0 0 514 55 25 345.901 -0.094 -218.287 0 0 0 515 55 11 210.523 -0.035 -208.857 0 0 0 516 55 53 -156.507 727.045 33.708 0 0 0 517 55 51 116.664 -0.001 31.65 0 0 0 518 55 40 -140.834 646.631 20.964 0 0 0 519 55 38 106.484 -0.001 33.098 0 0 0 520 55 2 103.679 -0.011 -120.559 0 0 0 521 55 3 -136.351 343.025 191.809 0 0 0 522 55 197 -23.371 0 -220.286 0 0 0 523 55 202 -6.414 413.237 288.092 0 0 0 524 55 14 -243.375 325.294 275.417 0 0 0 525 55 33 -364.107 675.343 295.175 0 0 0 526 55 15 -443.218 1059.667 274.909 0 0 0 527 55 Totals:-338.411 6465.16 619.229 528 55 COG (in):X: 204.622 Y: 128.545 Z: 253.912 529 56 34 199.74 -0.076 -311.233 0 0 0 530 56 32 -262.992 579.858 349.787 0 0 0 531 56 43 -271.381 648.963 318.971 0 0 0 532 56 44 205.277 -0.071 -299.376 0 0 0 533 56 56 211.766 -0.115 -382.947 0 0 0 534 56 55 -280.767 897.764 406.429 0 0 0 535 56 12 469.842 -0.174 -121.149 0 0 0 536 56 25 415.042 -0.136 -123.172 0 0 0 537 56 11 339.375 -0.091 -119.478 0 0 0 538 56 53 -267.432 817.341 -99.13 0 0 0 539 56 51 200.48 -0.016 140.784 0 0 0 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 12 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 540 56 40 -250.881 644.716 -68.451 0 0 0 541 56 38 189.56 -0.008 102.672 0 0 0 542 56 2 184.639 -0.001 -26.494 0 0 0 543 56 3 -243.282 338.262 68.188 0 0 0 544 56 197 45.55 -0.002 -129.175 0 0 0 545 56 202 -94.022 403.404 168.878 0 0 0 546 56 14 -396.78 483.069 157.742 0 0 0 547 56 33 -453.829 674.472 161.176 0 0 0 548 56 15 -526.486 977.998 163.226 0 0 0 549 56 Totals:-586.581 6465.159 357.247 550 56 COG (in):X: 204.622 Y: 128.545 Z: 253.912 551 58 34 174.289 -0.011 117.073 0 0 0 552 58 32 -229.537 138.29 -167.866 0 0 0 553 58 43 -258.693 462.651 -50.947 0 0 0 554 58 44 187.752 0 -6.156 0 0 0 555 58 56 195.305 0 3.306 0 0 0 556 58 55 -268.346 552.538 -69.64 0 0 0 557 58 12 291.365 -0.067 193.793 0 0 0 558 58 25 310.714 -0.076 208.644 0 0 0 559 58 11 375.508 -0.111 188.016 0 0 0 560 58 53 -245.171 686.487 -447.377 0 0 0 561 58 51 176.681 -0.12 391.681 0 0 0 562 58 40 -236.505 433.251 -322.303 0 0 0 563 58 38 172.017 -0.061 278.605 0 0 0 564 58 2 158.805 -0.074 306.529 0 0 0 565 58 3 -209.959 468.637 -355.847 0 0 0 566 58 197 51.33 -0.002 157.121 0 0 0 567 58 202 -89.156 289.707 -204.315 0 0 0 568 58 14 -420.644 715.893 -247.004 0 0 0 569 58 33 -357.289 459.891 -308.017 0 0 0 570 58 15 -361.319 334.915 -248.132 0 0 0 571 58 Totals:-582.853 4541.738 -582.837 572 58 COG (in):X: 203.736 Y: 124.291 Z: 254.156 573 60 34 5.588 -0.016 -142.595 0 0 0 574 60 32 -7.066 470.438 140.28 0 0 0 575 60 43 -7.77 426.195 132.879 0 0 0 576 60 44 6.064 -0.015 -137.879 0 0 0 577 60 56 7.821 -0.017 -146.12 0 0 0 578 60 55 -10.439 470.567 140.78 0 0 0 579 60 12 148.165 -0.017 -1.349 0 0 0 580 60 25 143.263 -0.016 0.876 0 0 0 581 60 11 117.128 -0.011 3.055 0 0 0 582 60 53 -8.494 483.024 -146.705 0 0 0 583 60 51 6.264 -0.018 152.435 0 0 0 584 60 40 -5.334 413 -127.179 0 0 0 585 60 38 4.18 -0.014 131.678 0 0 0 586 60 2 3.814 -0.015 139.204 0 0 0 587 60 3 -4.792 466.539 -136.307 0 0 0 588 60 197 -82.19 -0.005 -1.15 0 0 0 589 60 202 78.985 300.458 1.47 0 0 0 590 60 14 -115.098 381.457 -4.387 0 0 0 591 60 33 -137.614 436.467 -0.885 0 0 0 592 60 15 -142.473 464.609 1.9 0 0 0 593 60 Totals:0.001 4312.609 0 594 60 COG (in):X: 203.44 Y: 124.485 Z: 254.193 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 13 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 595 61 34 2.676 -2.48 1776.374 0 0 0 596 61 32 -1.354 -1365.404 -2197.946 0 0 0 597 61 43 8.244 61.191 -1359.754 0 0 0 598 61 44 -4.785 -0.879 1055.968 0 0 0 599 61 56 24.162 -1.64 1443.84 0 0 0 600 61 55 -37.639 -485.331 -1826.687 0 0 0 601 61 12 -443.984 -0.154 1432.481 0 0 0 602 61 25 -105.966 -0.009 1508.462 0 0 0 603 61 11 535.146 -0.224 1438.103 0 0 0 604 61 53 35.205 509.588 -1731.718 0 0 0 605 61 51 -22.206 -1.573 1417.978 0 0 0 606 61 40 -12.716 -59.903 -1264.653 0 0 0 607 61 38 8.273 -0.823 1025.456 0 0 0 608 61 2 1.591 -2.373 1741.532 0 0 0 609 61 3 -4.227 1370.794 -2089.55 0 0 0 610 61 197 3.954 0 1320.762 0 0 0 611 61 202 -4.523 -3.606 -1722.676 0 0 0 612 61 14 -512.455 1902.551 -1874.688 0 0 0 613 61 33 105.45 14.994 -2079.371 0 0 0 614 61 15 425.155 -1934.718 -1844.972 0 0 0 615 61 Totals:0.001 0 -3831.058 616 61 COG (in):NC NC NC 617 62 34 -2.779 -2.352 -1733.582 0 0 0 618 62 32 1.337 1369.13 2079.706 0 0 0 619 62 43 -7.27 -59.185 1246.102 0 0 0 620 62 44 4.03 -0.799 -1010.215 0 0 0 621 62 56 -25.477 -1.537 -1401.543 0 0 0 622 62 55 39.378 493.828 1712.369 0 0 0 623 62 12 441.725 -0.153 -1424.926 0 0 0 624 62 25 105.307 -0.009 -1502.986 0 0 0 625 62 11 -533.861 -0.223 -1439.624 0 0 0 626 62 53 -35.292 -496.691 1833.609 0 0 0 627 62 51 22.33 -1.654 -1449.991 0 0 0 628 62 40 11.571 61.49 1363.602 0 0 0 629 62 38 -7.382 -0.884 -1059.101 0 0 0 630 62 2 -0.045 -2.461 -1769.755 0 0 0 631 62 3 2.138 -1361.148 2189.83 0 0 0 632 62 197 -2.265 0 -1314.547 0 0 0 633 62 202 2.899 -2.247 1714.702 0 0 0 634 62 14 511.312 -1901.998 1895.335 0 0 0 635 62 33 -105.102 -16.854 2064.844 0 0 0 636 62 15 -422.554 1923.746 1824.032 0 0 0 637 62 Totals:-0.001 0 3817.86 638 62 COG (in):NC NC NC 639 63 34 -1188.979 -0.097 -352.076 0 0 0 640 63 32 1557.776 1348.348 329.557 0 0 0 641 63 43 1614.332 -26.787 4.887 0 0 0 642 63 44 -1220.237 0 -3.14 0 0 0 643 63 56 -1258.858 -0.038 221.301 0 0 0 644 63 55 1673.13 -829.85 -208.007 0 0 0 645 63 12 -1285.635 -1.301 -34.093 0 0 0 646 63 25 -1167.165 -1.073 -27.777 0 0 0 647 63 11 -1367.852 -1.472 -4.15 0 0 0 648 63 53 1597.248 -856.36 252.362 0 0 0 649 63 51 -1198.267 -0.052 -257.724 0 0 0 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 14 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 650 63 40 1533.083 -26.018 -17.541 0 0 0 651 63 38 -1159.278 0 13.49 0 0 0 652 63 2 -1131.103 -0.141 424.473 0 0 0 653 63 3 1483.528 1388.471 -417.753 0 0 0 654 63 197 -983.277 -0.757 31.878 0 0 0 655 63 202 1210.075 148.212 -40.771 0 0 0 656 63 14 1739.917 -597.793 0.693 0 0 0 657 63 33 1488.321 33.802 66.993 0 0 0 658 63 15 1721.302 -577.096 17.403 0 0 0 659 63 Totals:3658.06 0 0.005 660 63 COG (in):NC NC NC Envelope Node Displacements Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 1 219 max 0.44 32 0.002 62 0.626 35 6.268e-4 61 2.409e-4 40 1.136e-4 37 2 min -0.439 38 -0.004 35 -0.616 41 -6.289e-4 41 -2.73e-4 34 -1.138e-4 43 3 220 max 0.463 32 0.002 61 0.615 35 6.215e-4 35 2.967e-4 39 1.117e-4 39 4 min -0.462 63 -0.004 41 -0.622 41 -6.239e-4 62 -3.099e-4 33 -1.107e-4 33 5 150 max 0.467 32 0.006 62 0.614 35 3.495e-4 39 9.444e-4 40 2.561e-4 33 6 min -0.466 38 -0.008 34 -0.612 41 -3.54e-4 33 -8.805e-4 34 -2.674e-4 39 7 156 max 0.492 32 0.005 61 0.611 35 3.397e-4 43 8.456e-4 62 2.644e-4 43 8 min -0.49 63 -0.008 42 -0.609 41 -3.483e-4 37 -8.646e-4 35 -2.716e-4 37 9 96 max 0.483 32 0.007 40 0.611 35 1.006e-4 35 5.362e-4 39 5.587e-5 63 10 min -0.485 38 -0.009 34 -0.609 41 -9.564e-5 62 -4.808e-4 33 -9.631e-5 43 11 155 max 0.505 32 0.007 36 0.61 35 3.092e-4 62 4.554e-4 42 3.958e-4 43 12 min -0.505 38 -0.009 42 -0.609 41 -3.165e-4 35 -5.074e-4 36 -3.902e-4 37 13 84 max 0.483 32 0.007 40 0.61 35 1.006e-4 35 5.362e-4 39 5.587e-5 63 14 min -0.485 38 -0.009 34 -0.607 41 -9.564e-5 62 -4.808e-4 33 -9.631e-5 43 15 154 max 0.482 32 0.007 40 0.608 35 2.819e-4 41 6.557e-4 38 2.949e-4 33 16 min -0.483 38 -0.009 34 -0.606 41 -2.796e-4 61 -6.045e-4 32 -3.335e-4 39 17 95 max 0.477 32 0.005 62 0.603 35 5.69e-4 41 8.333e-4 38 5.296e-4 33 18 min -0.478 38 -0.007 34 -0.601 41 -5.734e-4 35 -7.829e-4 32 -5.742e-4 39 19 81 max 0.477 32 0.007 40 0.603 35 5.69e-4 41 8.333e-4 38 5.296e-4 33 20 min -0.478 38 -0.009 34 -0.601 41 -5.734e-4 35 -7.829e-4 32 -5.742e-4 39 21 92 max 0.497 32 0.011 37 0.603 35 1.058e-3 35 6.932e-4 40 1.017e-3 38 22 min -0.497 38 -0.013 43 -0.6 41 -1.061e-3 41 -7.228e-4 34 -1.017e-3 32 23 153 max 0.469 32 0.004 62 0.599 35 2.103e-4 36 5.054e-4 43 3.243e-4 32 24 min -0.468 38 -0.005 35 -0.593 41 -2.483e-4 42 -4.798e-4 37 -3.229e-4 38 25 76 max 0.497 32 0.006 37 0.599 35 1.058e-3 35 6.932e-4 40 1.017e-3 38 26 min -0.497 38 -0.009 42 -0.597 41 -1.061e-3 41 -7.228e-4 34 -1.017e-3 32 27 145 max 0.454 32 0.005 62 0.597 35 9.344e-4 40 8.979e-4 39 4.997e-4 32 28 min -0.454 38 -0.008 34 -0.594 41 -9.179e-4 34 -8.416e-4 33 -4.832e-4 63 29 86 max 0.447 32 0.001 62 0.593 35 9.403e-4 40 9.147e-4 38 4.939e-4 32 30 min -0.447 38 -0.003 34 -0.591 41 -9.187e-4 34 -8.702e-4 32 -4.72e-4 63 31 73 max 0.452 32 0.005 62 0.593 35 9.403e-4 40 9.147e-4 38 4.939e-4 32 32 min -0.451 38 -0.008 34 -0.591 41 -9.187e-4 34 -8.702e-4 32 -4.72e-4 63 33 144 max 0.479 32 0.005 61 0.593 35 9.053e-4 42 5.01e-4 42 5.094e-4 32 34 min -0.478 63 -0.007 42 -0.591 41 -9.437e-4 36 -5.655e-4 36 -4.922e-4 63 35 157 max 0.493 32 0.004 61 0.591 35 2.338e-4 34 6.687e-4 39 3.553e-4 32 36 min -0.493 63 -0.005 41 -0.591 41 -2.334e-4 40 -6.97e-4 33 -3.526e-4 63 37 88 max 0.46 32 0.015 62 0.59 35 1.776e-3 35 1.266e-3 41 6.066e-4 63 38 min -0.459 38 -0.016 35 -0.588 41 -1.782e-3 41 -1.224e-3 61 -6.118e-4 32 39 67 max 0.461 32 0.006 62 0.59 35 1.776e-3 35 1.266e-3 41 6.066e-4 63 40 min -0.461 38 -0.008 34 -0.588 41 -1.782e-3 41 -1.224e-3 61 -6.118e-4 32 41 149 max 0.524 32 0.004 63 0.59 35 2.508e-4 62 4.512e-4 40 9.862e-5 32 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 15 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 42 min -0.525 38 -0.005 32 -0.588 41 -2.549e-4 35 -4.501e-4 34 -9.654e-5 63 43 146 max 0.467 32 0.007 40 0.589 35 8.04e-4 62 1.114e-3 38 6.535e-4 33 44 min -0.467 38 -0.01 34 -0.587 41 -8.253e-4 35 -1.065e-3 32 -6.466e-4 39 45 98 max 0.474 32 0.001 61 0.589 35 9.074e-4 42 4.87e-4 43 5.02e-4 32 46 min -0.473 63 -0.003 55 -0.588 41 -9.508e-4 36 -5.553e-4 37 -4.798e-4 63 47 70 max 0.476 32 0.005 61 0.589 35 9.074e-4 42 4.87e-4 43 5.02e-4 32 48 min -0.475 63 -0.007 42 -0.588 41 -9.508e-4 36 -5.553e-4 37 -4.798e-4 63 49 105 max 0.448 32 0.005 62 0.588 35 8.968e-4 39 9.953e-4 38 4.795e-4 43 50 min -0.448 38 -0.007 34 -0.586 41 -8.99e-4 33 -9.54e-4 32 -4.245e-4 37 51 114 max 0.451 32 0.007 40 0.588 35 8.968e-4 39 9.953e-4 38 4.795e-4 43 52 min -0.451 38 -0.01 34 -0.586 41 -8.99e-4 33 -9.54e-4 32 -4.245e-4 37 53 209 max 0.451 32 0.008 63 0.588 35 8.602e-4 39 9.493e-4 39 4.799e-4 43 54 min -0.451 38 -0.011 33 -0.585 41 -8.653e-4 33 -9.083e-4 32 -3.963e-4 37 55 143 max 0.456 32 0.004 62 0.587 35 7.417e-4 41 7.411e-4 43 3.276e-4 32 56 min -0.456 38 -0.005 35 -0.583 41 -7.806e-4 35 -7.033e-4 37 -3.256e-4 63 57 100 max 0.487 32 0.015 61 0.587 35 1.773e-3 35 1.362e-3 62 6.148e-4 63 58 min -0.486 63 -0.016 41 -0.585 41 -1.768e-3 41 -1.378e-3 35 -6.199e-4 32 59 78 max 0.486 32 0.006 61 0.587 35 1.773e-3 35 1.362e-3 62 6.148e-4 63 60 min -0.485 63 -0.008 42 -0.585 41 -1.768e-3 41 -1.378e-3 35 -6.199e-4 32 61 94 max 0.486 32 0.004 61 0.587 35 8.744e-4 41 7.792e-4 32 6.829e-4 42 62 min -0.485 38 -0.006 42 -0.585 41 -8.612e-4 61 -8.457e-4 38 -7.132e-4 36 63 72 max 0.486 32 0.007 61 0.586 35 8.744e-4 41 7.792e-4 32 6.829e-4 42 64 min -0.485 38 -0.009 42 -0.584 41 -8.612e-4 61 -8.457e-4 38 -7.132e-4 36 65 91 max 0.495 32 0.014 63 0.586 35 6.801e-4 35 3.272e-4 63 1.868e-3 38 66 min -0.496 38 -0.015 32 -0.584 41 -6.828e-4 41 -3.357e-4 32 -1.878e-3 32 67 54 max 0.447 32 0.005 62 0.586 35 8.968e-4 39 9.953e-4 38 4.794e-4 43 68 min -0.447 38 -0.007 34 -0.583 41 -8.99e-4 33 -9.54e-4 32 -4.244e-4 37 69 69 max 0.495 32 0.004 63 0.585 35 6.801e-4 35 3.272e-4 63 1.868e-3 38 70 min -0.496 38 -0.005 32 -0.583 41 -6.828e-4 41 -3.357e-4 32 -1.878e-3 32 71 93 max 0.502 32 0 61 0.584 35 2.317e-5 61 6.671e-4 40 8.751e-4 32 72 min -0.503 38 -0.002 56 -0.582 41 -2.309e-5 41 -6.632e-4 34 -8.882e-4 38 73 112 max 0.473 32 0.005 61 0.584 35 8.928e-4 43 5.013e-4 43 4.769e-4 33 74 min -0.472 63 -0.007 42 -0.583 41 -9.066e-4 37 -5.691e-4 37 -4.243e-4 39 75 124 max 0.474 32 0.007 36 0.584 35 8.928e-4 43 5.013e-4 43 4.769e-4 33 76 min -0.473 63 -0.01 42 -0.583 41 -9.066e-4 37 -5.691e-4 37 -4.243e-4 39 77 85 max 0.458 32 0 61 0.583 35 8.064e-4 41 7.791e-4 43 2.451e-4 32 78 min -0.458 38 -0.002 48 -0.579 41 -8.39e-4 35 -7.393e-4 37 -2.432e-4 63 79 74 max 0.455 32 0.004 62 0.583 35 8.064e-4 41 7.791e-4 43 2.451e-4 32 80 min -0.455 38 -0.005 35 -0.579 41 -8.39e-4 35 -7.393e-4 37 -2.432e-4 63 81 1 max 0.492 32 0.004 63 0.583 35 2.541e-4 61 6.887e-4 40 8.527e-4 32 82 min -0.494 38 -0.005 32 -0.581 41 -2.542e-4 41 -6.842e-4 34 -8.458e-4 63 83 208 max 0.474 32 0.008 63 0.583 35 8.58e-4 43 5.311e-4 43 4.796e-4 33 84 min -0.473 63 -0.011 43 -0.582 41 -8.701e-4 37 -5.907e-4 37 -3.971e-4 39 85 110 max 0.496 32 0.004 63 0.582 35 2.54e-4 61 6.887e-4 40 8.528e-4 32 86 min -0.497 38 -0.005 32 -0.58 41 -2.541e-4 41 -6.842e-4 34 -8.459e-4 63 87 127 max 0.451 32 0.007 63 0.582 35 8.069e-4 40 3.711e-4 40 2.902e-4 63 88 min -0.451 38 -0.01 33 -0.578 41 -8.293e-4 34 -3.591e-4 34 -2.919e-4 43 89 59 max 0.471 32 0.005 61 0.581 35 8.928e-4 43 5.013e-4 43 4.768e-4 33 90 min -0.47 63 -0.007 42 -0.581 41 -9.066e-4 37 -5.691e-4 37 -4.242e-4 39 91 142 max 0.506 32 0.004 63 0.581 35 9.721e-5 62 6.371e-4 40 8.485e-4 32 92 min -0.508 38 -0.005 32 -0.58 41 -9.89e-5 35 -6.336e-4 34 -8.569e-4 38 93 75 max 0.502 32 0.004 63 0.581 35 2.317e-5 61 6.671e-4 40 8.751e-4 32 94 min -0.503 38 -0.005 32 -0.579 41 -2.309e-5 41 -6.632e-4 34 -8.882e-4 38 95 118 max 0.496 32 0.007 63 0.58 35 2.54e-4 61 6.887e-4 40 8.528e-4 32 96 min -0.497 38 -0.008 32 -0.578 41 -2.541e-4 41 -6.842e-4 34 -8.459e-4 63 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 16 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 97 129 max 0.497 32 0.007 63 0.58 35 4.927e-4 61 5.215e-4 62 7.773e-4 32 98 min -0.498 38 -0.008 43 -0.578 41 -5.051e-4 41 -5.336e-4 35 -7.722e-4 63 99 109 max 0.483 32 0.007 61 0.58 35 8.554e-4 41 8.83e-4 32 6.842e-4 42 100 min -0.483 38 -0.009 42 -0.578 41 -8.394e-4 61 -9.495e-4 38 -6.973e-4 36 101 128 max 0.493 32 0.007 63 0.58 35 5.172e-4 35 7.016e-4 39 7.715e-4 32 102 min -0.495 38 -0.008 32 -0.578 41 -5.025e-4 62 -6.838e-4 33 -7.638e-4 63 103 121 max 0.474 32 0.004 63 0.58 35 7.586e-4 42 1.094e-3 32 4.7e-4 62 104 min -0.474 63 -0.006 43 -0.578 41 -7.532e-4 36 -1.16e-3 38 -4.817e-4 35 105 120 max 0.483 32 0.009 36 0.58 35 8.554e-4 41 8.83e-4 32 6.842e-4 42 106 min -0.483 38 -0.011 42 -0.578 41 -8.394e-4 61 -9.495e-4 38 -6.973e-4 36 107 214 max 0.486 32 0.012 61 0.58 35 6.347e-4 40 7.884e-4 32 6.585e-4 42 108 min -0.486 38 -0.014 42 -0.578 41 -6.044e-4 61 -8.543e-4 38 -6.684e-4 36 109 117 max 0.451 32 0.005 63 0.58 35 7.201e-4 40 1.548e-3 37 4.675e-4 35 110 min -0.451 38 -0.006 33 -0.578 41 -7.411e-4 34 -1.514e-3 43 -4.54e-4 62 111 119 max 0.463 32 0.009 40 0.58 35 7.951e-4 62 1.292e-3 38 6.703e-4 34 112 min -0.463 38 -0.012 34 -0.578 41 -8.216e-4 35 -1.244e-3 32 -6.364e-4 40 113 211 max 0.468 32 0.012 62 0.58 35 5.665e-4 62 1.231e-3 38 6.459e-4 34 114 min -0.468 38 -0.014 34 -0.578 41 -6.075e-4 36 -1.183e-3 32 -6.137e-4 40 115 108 max 0.463 32 0.007 40 0.579 35 7.951e-4 62 1.292e-3 38 6.703e-4 34 116 min -0.463 38 -0.01 34 -0.578 41 -8.216e-4 35 -1.244e-3 32 -6.364e-4 40 117 152 max 0.477 32 0.009 62 0.579 35 7.281e-5 41 2.764e-4 34 3.67e-4 32 118 min -0.477 38 -0.011 36 -0.578 41 -4.161e-5 61 -3.444e-4 40 -3.682e-4 63 119 151 max 0.503 32 0.009 61 0.579 35 3.982e-5 62 7.928e-4 37 3.876e-4 32 120 min -0.502 63 -0.011 40 -0.577 41 -7.587e-5 35 -7.489e-4 43 -3.876e-4 63 121 102 max 0.509 32 0.011 61 0.577 35 3.926e-4 61 9.072e-4 37 1.661e-4 34 122 min -0.509 63 -0.013 40 -0.574 41 -4.259e-4 41 -8.617e-4 43 -1.62e-4 40 123 82 max 0.506 32 0.009 61 0.577 35 3.926e-4 61 9.072e-4 37 1.661e-4 34 124 min -0.505 63 -0.011 40 -0.574 41 -4.259e-4 41 -8.617e-4 43 -1.62e-4 40 125 107 max 0.453 32 0.004 62 0.577 35 8.102e-4 62 8.12e-4 43 8.729e-5 43 126 min -0.453 38 -0.005 35 -0.573 41 -8.601e-4 35 -7.694e-4 37 -8.68e-5 37 127 115 max 0.451 32 0.006 62 0.577 35 8.102e-4 62 8.12e-4 43 8.729e-5 43 128 min -0.451 38 -0.008 35 -0.573 41 -8.601e-4 35 -7.694e-4 37 -8.68e-5 37 129 37 max 0.482 32 0.007 61 0.577 35 8.554e-4 41 8.83e-4 32 6.842e-4 42 130 min -0.481 38 -0.009 42 -0.575 41 -8.393e-4 61 -9.495e-4 38 -6.973e-4 36 131 89 max 0.471 32 0.007 62 0.577 35 4.2e-4 42 1.458e-4 33 5.757e-4 32 132 min -0.472 38 -0.01 36 -0.574 41 -3.894e-4 61 -2.073e-4 39 -5.789e-4 38 133 80 max 0.471 32 0.009 62 0.577 35 4.2e-4 42 1.458e-4 33 5.757e-4 32 134 min -0.471 38 -0.012 36 -0.574 41 -3.894e-4 61 -2.073e-4 39 -5.789e-4 38 135 90 max 0.48 32 0.011 62 0.577 35 4.257e-4 35 4.141e-4 34 1.599e-4 42 136 min -0.481 38 -0.014 36 -0.576 41 -3.942e-4 62 -4.845e-4 40 -1.596e-4 36 137 83 max 0.479 32 0.009 62 0.577 35 4.257e-4 35 4.141e-4 34 1.599e-4 42 138 min -0.48 38 -0.011 36 -0.576 41 -3.942e-4 62 -4.845e-4 40 -1.596e-4 36 139 97 max 0.483 32 0 62 0.576 35 7.918e-4 41 9.008e-4 39 2.695e-4 32 140 min -0.482 63 -0.002 54 -0.576 41 -8.182e-4 35 -9.386e-4 33 -2.663e-4 63 141 71 max 0.478 32 0.004 61 0.576 35 7.918e-4 41 9.008e-4 39 2.695e-4 32 142 min -0.477 63 -0.005 41 -0.576 41 -8.182e-4 35 -9.386e-4 33 -2.663e-4 63 143 36 max 0.462 32 0.007 40 0.576 35 7.95e-4 62 1.292e-3 38 6.703e-4 34 144 min -0.462 38 -0.01 34 -0.574 41 -8.216e-4 35 -1.244e-3 32 -6.364e-4 40 145 101 max 0.5 32 0.007 61 0.576 35 3.86e-4 62 6.783e-4 37 6.081e-4 32 146 min -0.499 63 -0.01 40 -0.574 41 -4.227e-4 35 -6.361e-4 43 -6.098e-4 63 147 79 max 0.497 32 0.009 61 0.576 35 3.86e-4 62 6.783e-4 37 6.081e-4 32 148 min -0.496 63 -0.011 40 -0.574 41 -4.227e-4 35 -6.361e-4 43 -6.098e-4 63 149 130 max 0.474 32 0.007 63 0.575 35 8.081e-4 42 3.212e-4 62 2.904e-4 38 150 min -0.473 63 -0.01 43 -0.575 41 -8.193e-4 36 -3.61e-4 34 -2.906e-4 33 151 41 max 0.453 32 0.004 62 0.574 35 8.102e-4 62 8.12e-4 43 8.724e-5 43 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 17 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 152 min -0.453 38 -0.005 35 -0.57 41 -8.6e-4 35 -7.694e-4 37 -8.675e-5 37 153 104 max 0.477 32 0.004 61 0.57 35 8.157e-4 41 9.256e-4 39 1.038e-4 33 154 min -0.476 63 -0.005 41 -0.571 41 -8.199e-4 61 -9.652e-4 33 -1.003e-4 39 155 122 max 0.474 32 0.006 61 0.57 35 8.157e-4 41 9.256e-4 39 1.038e-4 33 156 min -0.473 63 -0.007 41 -0.571 41 -8.199e-4 61 -9.652e-4 33 -1.003e-4 39 157 47 max 0.477 32 0.004 61 0.567 35 8.156e-4 41 9.256e-4 39 1.037e-4 33 158 min -0.476 63 -0.005 41 -0.567 41 -8.199e-4 61 -9.652e-4 33 -1.002e-4 39 159 135 max 0.451 32 0.003 43 0.566 35 7.45e-4 62 6.133e-4 42 5.087e-4 39 160 min -0.451 38 -0.007 37 -0.562 41 -7.937e-4 35 -6.314e-4 36 -4.537e-4 33 161 132 max 0.474 32 0.003 33 0.56 35 7.648e-4 41 7.92e-4 39 5.133e-4 37 162 min -0.473 63 -0.007 39 -0.561 41 -7.527e-4 61 -7.79e-4 33 -4.556e-4 43 163 222 max 0.519 32 0.002 63 0.559 35 2.087e-4 61 2.661e-4 63 3.486e-4 38 164 min -0.515 38 -0.003 32 -0.557 41 -2.101e-4 41 -2.712e-4 32 -3.473e-4 32 165 137 max 0.456 32 0.007 37 0.559 35 2.169e-3 35 9.743e-4 40 2.29e-3 38 166 min -0.455 63 -0.009 43 -0.557 41 -2.138e-3 62 -9.981e-4 34 -2.213e-3 32 167 205 max 0.451 32 0.009 43 0.558 35 7.775e-4 42 1.72e-4 40 9.003e-4 34 168 min -0.451 38 -0.013 37 -0.556 41 -8.617e-4 36 -2.282e-4 34 -9.331e-4 40 169 193 max 0.453 32 0.003 32 0.558 35 4.38e-4 35 3.028e-4 37 8.001e-4 32 170 min -0.45 63 -0.005 38 -0.556 41 -4.376e-4 41 -3.257e-4 43 -8.836e-4 38 171 136 max 0.435 32 0.007 39 0.558 35 2.102e-3 61 6.351e-4 42 2.08e-3 38 172 min -0.435 38 -0.009 33 -0.556 41 -2.118e-3 41 -6.018e-4 36 -1.998e-3 32 173 106 max 0.451 32 0.009 42 0.557 35 7.904e-4 42 1.916e-4 62 1.058e-3 34 174 min -0.451 38 -0.011 36 -0.555 41 -8.779e-4 36 -2.335e-4 35 -1.058e-3 40 175 113 max 0.451 32 0.011 42 0.557 35 7.904e-4 42 1.916e-4 62 1.058e-3 34 176 min -0.451 38 -0.014 36 -0.555 41 -8.779e-4 36 -2.335e-4 35 -1.058e-3 40 177 203 max 0.474 32 0.009 33 0.557 35 8.365e-4 40 4.316e-4 38 9.204e-4 42 178 min -0.473 63 -0.012 39 -0.556 41 -7.614e-4 34 -3.838e-4 32 -9.566e-4 36 179 212 max 0.434 32 0 63 0.556 35 9.559e-4 61 4.023e-4 43 2.222e-3 38 180 min -0.434 38 -0.002 45 -0.554 41 -9.803e-4 41 -3.749e-4 37 -2.142e-3 32 181 213 max 0.453 32 0 62 0.556 35 9.865e-4 35 8.181e-4 39 2.41e-3 38 182 min -0.453 63 -0.002 49 -0.554 41 -9.567e-4 62 -8.516e-4 33 -2.334e-3 32 183 111 max 0.475 32 0.009 61 0.556 35 8.539e-4 40 4.762e-4 38 1.083e-3 42 184 min -0.475 63 -0.011 40 -0.555 41 -7.72e-4 34 -4.264e-4 32 -1.087e-3 36 185 123 max 0.474 32 0.011 34 0.556 35 8.539e-4 40 4.762e-4 38 1.083e-3 42 186 min -0.473 63 -0.014 40 -0.555 41 -7.72e-4 34 -4.264e-4 32 -1.087e-3 36 187 189 max 0.435 32 0.005 62 0.556 35 2.102e-3 61 6.351e-4 42 2.08e-3 38 188 min -0.436 38 -0.006 35 -0.554 41 -2.118e-3 41 -6.018e-4 36 -1.998e-3 32 189 188 max 0.456 32 0.005 61 0.556 35 2.169e-3 35 9.743e-4 40 2.29e-3 38 190 min -0.456 63 -0.006 41 -0.554 41 -2.138e-3 62 -9.981e-4 34 -2.213e-3 32 191 181 max 0.438 32 0.021 62 0.556 35 2.175e-3 34 1.205e-3 41 1.251e-3 40 192 min -0.438 38 -0.022 35 -0.554 41 -2.21e-3 40 -1.18e-3 61 -1.199e-3 34 193 186 max 0.462 32 0.021 61 0.556 35 2.249e-3 36 1.47e-3 40 1.271e-3 36 194 min -0.461 63 -0.022 41 -0.554 41 -2.198e-3 42 -1.515e-3 34 -1.225e-3 42 195 200 max 0.456 32 0.003 32 0.556 35 4.38e-4 35 3.028e-4 37 8.002e-4 32 196 min -0.454 63 -0.005 38 -0.555 41 -4.376e-4 41 -3.257e-4 43 -8.836e-4 38 197 184 max 0.428 32 0.005 32 0.556 35 1.704e-3 35 3.532e-4 37 3.477e-3 38 198 min -0.429 63 -0.007 38 -0.554 41 -1.703e-3 41 -3.904e-4 43 -3.414e-3 32 199 87 max 0.467 32 0.016 62 0.556 35 2.438e-3 35 2.364e-4 42 6.311e-4 38 200 min -0.467 38 -0.017 35 -0.549 41 -2.402e-3 41 -2.203e-4 37 -6.324e-4 32 201 68 max 0.466 32 0.004 62 0.556 35 2.438e-3 35 2.364e-4 42 6.311e-4 38 202 min -0.466 38 -0.005 35 -0.549 41 -2.402e-3 41 -2.203e-4 37 -6.324e-4 32 203 192 max 0.456 32 0.006 32 0.556 35 4.38e-4 35 3.028e-4 37 8.002e-4 32 204 min -0.454 63 -0.008 38 -0.554 41 -4.376e-4 41 -3.257e-4 43 -8.836e-4 38 205 133 max 0.457 32 0.006 33 0.556 35 6.824e-4 61 3.361e-4 37 7.7e-4 32 206 min -0.455 63 -0.009 39 -0.554 41 -7.153e-4 41 -3.412e-4 43 -8.419e-4 38 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 18 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 207 134 max 0.455 32 0.007 43 0.556 35 7.154e-4 35 1.973e-4 37 7.637e-4 32 208 min -0.453 63 -0.009 37 -0.554 41 -6.791e-4 62 -2.339e-4 43 -8.358e-4 38 209 141 max 0.428 32 0.005 63 0.556 35 1.704e-3 35 3.532e-4 37 3.477e-3 38 210 min -0.429 63 -0.005 32 -0.554 41 -1.703e-3 41 -3.904e-4 43 -3.414e-3 32 211 125 max 0.474 32 0.017 61 0.555 35 9.463e-4 40 4.893e-4 39 1.169e-3 42 212 min -0.473 63 -0.019 41 -0.554 41 -8.392e-4 34 -4.212e-4 33 -1.144e-3 36 213 116 max 0.451 32 0.017 62 0.555 35 8.602e-4 42 3.173e-4 62 1.137e-3 34 214 min -0.451 38 -0.019 35 -0.554 41 -9.711e-4 36 -3.615e-4 35 -1.11e-3 40 215 216 max 0.471 32 0.022 61 0.555 35 5.605e-4 39 5.197e-4 39 1.033e-3 42 216 min -0.47 63 -0.025 40 -0.554 41 -4.827e-4 33 -4.539e-4 33 -1.027e-3 36 217 217 max 0.452 32 0.022 62 0.555 35 5.053e-4 43 3.615e-4 62 1.005e-3 34 218 min -0.451 38 -0.026 36 -0.554 41 -5.833e-4 37 -4.058e-4 35 -9.968e-4 40 219 35 max 0.449 32 0.009 42 0.555 35 7.904e-4 42 1.916e-4 62 1.058e-3 34 220 min -0.449 38 -0.011 36 -0.553 41 -8.778e-4 36 -2.335e-4 35 -1.058e-3 40 221 19 max 0.473 32 0.009 61 0.554 35 8.539e-4 40 4.762e-4 38 1.083e-3 42 222 min -0.472 63 -0.011 40 -0.552 41 -7.72e-4 34 -4.264e-4 32 -1.087e-3 36 223 99 max 0.494 32 0.016 61 0.547 35 2.389e-3 35 4.548e-4 38 6.445e-4 38 224 min -0.493 63 -0.017 41 -0.547 41 -2.402e-3 41 -4.554e-4 33 -6.452e-4 32 225 77 max 0.491 32 0.004 61 0.547 35 2.389e-3 35 4.548e-4 38 6.445e-4 38 226 min -0.49 63 -0.005 41 -0.547 41 -2.402e-3 41 -4.554e-4 33 -6.452e-4 32 227 190 max 0.438 32 0.004 61 0.524 35 3.524e-3 61 1.631e-3 41 1.224e-3 38 228 min -0.438 38 -0.006 42 -0.521 41 -3.565e-3 41 -1.585e-3 61 -1.183e-3 33 229 131 max 0.438 32 0.007 62 0.524 35 3.524e-3 61 1.631e-3 41 1.224e-3 38 230 min -0.438 38 -0.008 34 -0.521 41 -3.565e-3 41 -1.585e-3 61 -1.183e-3 33 231 221 max 0.518 32 0.006 32 0.524 35 3.791e-4 35 2.814e-4 39 1.894e-4 63 232 min -0.516 63 -0.011 38 -0.523 41 -3.789e-4 41 -2.781e-4 33 -1.891e-4 32 233 182 max 0.462 32 0.004 62 0.52 35 3.561e-3 35 1.721e-3 62 1.25e-3 38 234 min -0.461 63 -0.006 34 -0.519 41 -3.5e-3 62 -1.734e-3 35 -1.215e-3 32 235 126 max 0.463 32 0.007 61 0.52 35 3.561e-3 35 1.721e-3 62 1.25e-3 38 236 min -0.462 63 -0.008 42 -0.519 41 -3.5e-3 62 -1.734e-3 35 -1.215e-3 32 237 210 max 0.439 32 0.004 61 0.518 35 3.575e-3 61 1.604e-3 41 5.704e-4 38 238 min -0.438 38 -0.006 41 -0.514 41 -3.61e-3 41 -1.554e-3 61 -5.071e-4 32 239 218 max 0.432 32 0.009 43 0.515 35 6.788e-4 39 1.002e-3 33 2.02e-3 38 240 min -0.432 38 -0.013 37 -0.513 41 -7.84e-4 33 -1.029e-3 39 -1.996e-3 32 241 179 max 0.439 32 0.013 43 0.515 35 8.261e-4 36 9.484e-4 33 1.829e-3 37 242 min -0.439 38 -0.016 37 -0.513 41 -9.735e-4 42 -1.005e-3 39 -1.793e-3 43 243 215 max 0.452 32 0.009 33 0.515 35 8.121e-4 43 1.505e-3 63 2.053e-3 38 244 min -0.45 63 -0.013 39 -0.514 41 -7.056e-4 37 -1.476e-3 32 -2.031e-3 32 245 180 max 0.462 32 0.014 33 0.515 35 9.643e-4 34 1.45e-3 37 1.867e-3 39 246 min -0.461 63 -0.017 39 -0.513 41 -8.095e-4 40 -1.417e-3 43 -1.832e-3 33 247 201 max 0.401 32 0.005 63 0.515 35 2.073e-3 35 3.307e-4 39 3.077e-3 63 248 min -0.4 38 -0.006 32 -0.513 41 -2.068e-3 41 -3.211e-4 33 -3.087e-3 32 249 196 max 0.401 32 0.003 32 0.514 35 2.073e-3 35 3.307e-4 39 3.077e-3 63 250 min -0.4 38 -0.005 38 -0.513 41 -2.068e-3 41 -3.211e-4 33 -3.087e-3 32 251 207 max 0.462 32 0.004 62 0.513 35 3.606e-3 35 1.679e-3 62 5.763e-4 38 252 min -0.461 63 -0.006 35 -0.513 41 -3.546e-3 62 -1.692e-3 35 -5.169e-4 32 253 183 max 0.439 32 0.003 43 0.51 35 2.354e-3 61 9.573e-4 34 1.788e-3 63 254 min -0.439 38 -0.006 37 -0.508 41 -2.409e-3 41 -1.038e-3 40 -1.788e-3 32 255 140 max 0.44 32 0.009 62 0.51 35 2.354e-3 61 9.573e-4 34 1.788e-3 63 256 min -0.44 38 -0.011 36 -0.508 41 -2.409e-3 41 -1.038e-3 40 -1.788e-3 32 257 187 max 0.462 32 0.003 33 0.509 35 2.413e-3 35 1.342e-3 37 1.858e-3 63 258 min -0.461 63 -0.006 39 -0.508 41 -2.337e-3 62 -1.29e-3 43 -1.86e-3 32 259 42 max 0.465 32 0.009 61 0.509 35 2.413e-3 35 1.342e-3 37 1.858e-3 63 260 min -0.464 63 -0.011 40 -0.508 41 -2.337e-3 62 -1.29e-3 43 -1.86e-3 32 261 204 max 0.439 32 0.003 62 0.507 35 2.503e-3 61 9.563e-4 61 9.29e-4 63 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 19 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 262 min -0.439 38 -0.004 34 -0.504 41 -2.552e-3 41 -1.032e-3 40 -9.444e-4 32 263 206 max 0.462 32 0.003 61 0.505 35 2.554e-3 35 1.319e-3 36 9.646e-4 63 264 min -0.461 63 -0.004 42 -0.504 41 -2.482e-3 62 -1.265e-3 42 -9.809e-4 32 265 191 max 0.439 32 0.009 61 0.473 35 4.173e-3 61 9.784e-5 62 1.564e-3 38 266 min -0.438 38 -0.009 41 -0.467 41 -4.154e-3 41 -1.497e-4 33 -1.568e-3 32 267 139 max 0.438 32 0.004 62 0.473 35 4.173e-3 61 9.784e-5 62 1.564e-3 38 268 min -0.438 38 -0.005 35 -0.467 41 -4.154e-3 41 -1.497e-4 33 -1.568e-3 32 269 185 max 0.462 32 0.008 62 0.465 35 4.141e-3 35 2.262e-4 38 1.636e-3 63 270 min -0.461 63 -0.009 35 -0.466 41 -4.101e-3 62 -2.148e-4 33 -1.641e-3 32 271 138 max 0.463 32 0.004 61 0.465 35 4.141e-3 35 2.262e-4 38 1.636e-3 63 272 min -0.462 63 -0.005 41 -0.466 41 -4.101e-3 62 -2.148e-4 33 -1.641e-3 32 273 31 max 0.182 32 0.008 62 0.201 35 6.261e-3 35 1.768e-3 33 5.311e-3 38 274 min -0.182 38 -0.009 36 -0.199 62 -6.225e-3 41 -1.837e-3 39 -5.308e-3 32 275 9 max 0.194 32 0.008 61 0.2 61 6.239e-3 35 2.319e-3 37 5.579e-3 63 276 min -0.194 38 -0.009 40 -0.2 41 -6.236e-3 41 -2.276e-3 43 -5.586e-3 32 277 147 max 0.188 32 0.006 62 0.19 35 6.14e-3 35 1.993e-3 42 5.459e-3 63 278 min -0.188 63 -0.007 34 -0.188 62 -6.102e-3 41 -1.887e-3 36 -5.476e-3 32 279 148 max 0.2 32 0.006 61 0.187 61 6.094e-3 35 2.19e-3 40 5.75e-3 63 280 min -0.199 63 -0.007 41 -0.188 41 -6.08e-3 41 -2.281e-3 34 -5.772e-3 32 281 166 max 0.05 32 0.022 63 0.1 35 5.089e-3 35 2.21e-3 62 3.437e-3 63 282 min -0.049 63 -0.022 32 -0.099 41 -5.071e-3 41 -2.262e-3 35 -3.43e-3 32 283 161 max 0.054 32 0.025 63 0.099 35 4.953e-3 35 2.518e-3 62 3.919e-3 63 284 min -0.054 63 -0.025 32 -0.098 41 -4.942e-3 41 -2.567e-3 35 -3.93e-3 32 285 159 max 0.055 32 0.025 63 0.098 35 4.967e-3 35 2.493e-3 41 3.865e-3 63 286 min -0.055 63 -0.025 32 -0.099 41 -4.941e-3 41 -2.399e-3 61 -3.85e-3 32 287 103 max 0.05 32 0.005 63 0.088 35 5.089e-3 35 2.21e-3 62 3.437e-3 63 288 min -0.049 63 -0.005 32 -0.088 41 -5.071e-3 41 -2.262e-3 35 -3.43e-3 32 289 160 max 0.054 32 0.005 63 0.086 35 4.953e-3 35 2.518e-3 62 3.919e-3 63 290 min -0.054 63 -0.006 43 -0.086 41 -4.942e-3 41 -2.567e-3 35 -3.93e-3 32 291 158 max 0.055 32 0.006 39 0.086 35 4.967e-3 35 2.493e-3 41 3.865e-3 63 292 min -0.055 63 -0.007 33 -0.086 41 -4.941e-3 41 -2.399e-3 61 -3.85e-3 32 293 172 max 0.057 32 0.007 62 0.053 35 4.22e-3 35 2.201e-3 33 3.583e-3 38 294 min -0.057 38 -0.008 36 -0.052 62 -4.18e-3 62 -2.266e-3 39 -3.586e-3 32 295 175 max 0.067 32 0.028 62 0.053 35 4.22e-3 35 2.201e-3 33 3.583e-3 38 296 min -0.067 38 -0.029 35 -0.052 62 -4.18e-3 62 -2.266e-3 39 -3.586e-3 32 297 168 max 0.062 32 0.007 61 0.053 61 4.196e-3 61 2.766e-3 37 3.763e-3 63 298 min -0.062 38 -0.008 41 -0.053 41 -4.205e-3 41 -2.727e-3 43 -3.773e-3 32 299 177 max 0.075 32 0.028 61 0.053 61 4.196e-3 61 2.766e-3 37 3.763e-3 63 300 min -0.075 38 -0.029 41 -0.053 41 -4.205e-3 41 -2.727e-3 43 -3.773e-3 32 301 170 max 0.057 32 0.006 62 0.049 35 3.961e-3 35 2.29e-3 42 3.759e-3 63 302 min -0.057 63 -0.006 35 -0.048 62 -3.901e-3 62 -2.176e-3 36 -3.77e-3 32 303 173 max 0.066 43 0.025 62 0.049 35 3.961e-3 35 2.29e-3 42 3.759e-3 63 304 min -0.065 63 -0.026 35 -0.048 62 -3.901e-3 62 -2.176e-3 36 -3.77e-3 32 305 167 max 0.062 32 0.006 61 0.047 61 3.891e-3 61 2.585e-3 39 3.954e-3 63 306 min -0.062 63 -0.006 41 -0.048 41 -3.913e-3 41 -2.676e-3 33 -3.968e-3 32 307 176 max 0.072 32 0.025 61 0.047 61 3.891e-3 61 2.585e-3 39 3.954e-3 63 308 min -0.072 63 -0.026 41 -0.048 41 -3.913e-3 41 -2.676e-3 33 -3.968e-3 32 309 171 max 0.055 32 0.004 62 0.039 35 3.235e-3 35 1.556e-3 32 3.657e-3 38 310 min -0.055 38 -0.005 35 -0.038 62 -3.189e-3 62 -1.594e-3 38 -3.658e-3 32 311 174 max 0.063 32 0.02 62 0.039 35 3.235e-3 35 1.556e-3 32 3.657e-3 38 312 min -0.063 38 -0.021 35 -0.038 62 -3.189e-3 62 -1.594e-3 38 -3.658e-3 32 313 169 max 0.06 32 0.004 61 0.038 61 3.179e-3 61 1.993e-3 63 3.842e-3 63 314 min -0.06 63 -0.005 41 -0.038 41 -3.199e-3 41 -1.975e-3 32 -3.85e-3 32 315 178 max 0.07 32 0.02 61 0.038 61 3.179e-3 61 1.993e-3 63 3.842e-3 63 316 min -0.07 63 -0.021 41 -0.038 41 -3.199e-3 41 -1.975e-3 32 -3.85e-3 32 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 20 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 317 162 max 0.009 32 0.005 63 0.028 35 2.66e-3 35 2.815e-3 62 1.885e-3 63 318 min -0.009 63 -0.006 43 -0.027 62 -2.651e-3 41 -2.874e-3 35 -1.907e-3 32 319 164 max 0.009 32 0.005 63 0.028 35 4.026e-5 36 2.164e-5 36 1.885e-3 63 320 min -0.009 63 -0.005 32 -0.027 62 -4.111e-5 42 -2.201e-5 42 -1.907e-3 32 321 163 max 0.009 32 0.005 63 0.028 35 2.78e-3 35 2.628e-3 62 1.885e-3 63 322 min -0.009 63 -0.005 32 -0.027 62 -2.768e-3 41 -2.687e-3 35 -1.907e-3 32 323 165 max 0.009 32 0.014 63 0.028 35 4.026e-5 36 2.164e-5 36 1.885e-3 63 324 min -0.009 63 -0.015 32 -0.027 62 -4.111e-5 42 -2.201e-5 42 -1.907e-3 32 325 24 max 0 32 0.005 63 0.015 35 1.487e-3 35 2.933e-3 62 1.012e-3 63 326 min 0 63 -0.006 43 -0.015 62 -1.482e-3 41 -2.997e-3 35 -1.124e-3 43 327 23 max 0 33 0.005 63 0.014 35 1.497e-3 35 2.967e-3 62 1.076e-3 63 328 min 0 63 -0.006 33 -0.015 62 -1.493e-3 41 -2.854e-3 35 -1.203e-3 33 329 30 max 0 32 0.005 63 0.014 35 1.568e-3 35 2.795e-3 62 9.193e-4 63 330 min 0 63 -0.005 32 -0.014 62 -1.561e-3 41 -2.857e-3 35 -9.819e-4 32 331 29 max 0.003 43 0.005 63 0.01 35 6.346e-5 41 1.874e-3 62 4.169e-4 43 332 min -0.002 63 -0.006 43 -0.01 62 -6.325e-5 35 -1.927e-3 35 -3.757e-4 63 333 28 max 0.003 33 0.005 63 0.009 61 6.342e-5 41 1.896e-3 62 4.462e-4 33 334 min -0.002 63 -0.006 33 -0.01 62 -6.41e-5 35 -1.784e-3 61 -3.996e-4 63 335 22 max 0 63 0.005 63 0.01 35 6.326e-5 41 1.874e-3 62 4.169e-4 43 336 min 0 43 -0.006 43 -0.009 62 -6.305e-5 35 -1.927e-3 35 -3.755e-4 63 337 21 max 0 63 0.005 63 0.009 61 6.323e-5 41 1.896e-3 62 4.462e-4 33 338 min 0 33 -0.006 33 -0.009 62 -6.39e-5 35 -1.784e-3 61 -3.994e-4 63 339 199 max 0 32 0.004 32 0.009 61 1.373e-3 35 1.857e-3 61 8.373e-4 38 340 min 0 38 -0.004 38 -0.009 41 -1.369e-3 41 -1.849e-3 41 -7.222e-4 32 341 4 max 0.002 32 0.005 63 0.009 34 6.652e-5 41 1.712e-3 40 3.644e-4 32 342 min -0.002 63 -0.005 32 -0.009 40 -6.674e-5 35 -1.747e-3 34 -3.413e-4 63 343 6 max 0 63 0.005 63 0.009 34 6.632e-5 41 1.712e-3 40 3.644e-4 32 344 min 0 32 -0.005 32 -0.009 40 -6.655e-5 35 -1.747e-3 34 -3.411e-4 63 345 195 max 0.002 32 0.004 32 0.005 61 5.853e-5 41 8.744e-4 61 2.682e-4 32 346 min -0.002 38 -0.004 38 -0.005 42 -5.87e-5 35 -8.969e-4 42 -3.107e-4 38 347 194 max 0 38 0.004 32 0.004 61 5.833e-5 41 8.744e-4 61 2.68e-4 32 348 min 0 32 -0.004 38 -0.004 42 -5.85e-5 35 -8.969e-4 42 -3.107e-4 38 349 26 max 0.009 33 0.007 62 0.003 35 5.163e-4 62 1.747e-3 33 5.045e-5 32 350 min -0.009 39 -0.007 35 -0.003 62 -5.483e-4 35 -1.812e-3 39 -5.066e-5 38 351 13 max 0.012 43 0.007 61 0.003 61 5.469e-4 41 2.289e-3 37 5.295e-5 32 352 min -0.012 37 -0.007 41 -0.003 41 -5.182e-4 61 -2.25e-3 43 -5.308e-5 38 353 62 max 0.01 42 0.006 62 0.003 35 4.234e-4 62 2.014e-3 42 5.347e-5 32 354 min -0.01 36 -0.006 35 -0.003 62 -4.577e-4 35 -1.904e-3 36 -5.318e-5 38 355 58 max 0.012 34 0.006 61 0.003 61 4.511e-4 41 2.199e-3 40 5.61e-5 32 356 min -0.011 40 -0.006 41 -0.003 41 -4.216e-4 61 -2.294e-3 34 -5.574e-5 63 357 50 max 0.005 32 0.004 62 0.002 35 3.099e-4 62 1.026e-3 32 5.167e-5 32 358 min -0.006 38 -0.005 35 -0.002 62 -3.374e-4 35 -1.064e-3 38 -5.167e-5 38 359 46 max 0.007 32 0.004 61 0.002 61 3.347e-4 41 1.437e-3 63 5.433e-5 32 360 min -0.008 63 -0.005 41 -0.002 41 -3.09e-4 61 -1.417e-3 32 -5.42e-5 38 361 7 max 0.012 33 0.007 62 0 35 1.477e-3 35 2.479e-3 33 1.172e-3 38 362 min -0.013 39 -0.007 35 0 62 -1.391e-3 62 -2.542e-3 39 -1.175e-3 32 363 10 max 0.015 43 0.007 61 0 61 1.396e-3 61 3.054e-3 37 1.231e-3 63 364 min -0.015 37 -0.007 41 0 41 -1.474e-3 41 -3.018e-3 43 -1.236e-3 32 365 5 max 0.009 33 0.007 62 0 62 5.161e-4 62 1.747e-3 33 5.025e-5 32 366 min -0.009 39 -0.007 35 0 35 -5.483e-4 35 -1.812e-3 39 -5.046e-5 38 367 61 max 0.013 43 0.006 62 0 35 1.234e-3 35 2.576e-3 43 1.241e-3 63 368 min -0.012 37 -0.006 35 0 62 -1.141e-3 62 -2.485e-3 37 -1.243e-3 32 369 8 max 0.011 43 0.007 61 0 41 5.469e-4 41 2.289e-3 37 5.276e-5 32 370 min -0.011 37 -0.007 41 0 61 -5.18e-4 61 -2.25e-3 43 -5.288e-5 38 371 52 max 0.015 33 0.006 61 0 61 1.136e-3 61 2.907e-3 39 1.303e-3 63 Company Designer Job Number Model Name : : : : Tectonic Engineering JJR 11860.097 All Sectors Checked By : VE RISA-3D Version 20 [ 11860.097 - All Sectors.r3d ]Page 21 Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation [rad] LC Y Rotation [rad] LC Z Rotation [rad] LC 372 min -0.015 39 -0.006 41 0 41 -1.216e-3 41 -2.999e-3 33 -1.307e-3 32 373 60 max 0.01 42 0.006 62 0 62 4.232e-4 62 2.014e-3 42 5.327e-5 32 374 min -0.01 36 -0.006 35 0 35 -4.577e-4 35 -1.904e-3 36 -5.298e-5 38 375 57 max 0.011 34 0.006 61 0 41 4.511e-4 41 2.199e-3 40 5.59e-5 32 376 min -0.011 40 -0.006 41 0 61 -4.214e-4 61 -2.294e-3 34 -5.554e-5 63 377 49 max 0.009 32 0.004 62 0 35 9.091e-4 35 1.889e-3 32 1.201e-3 38 378 min -0.01 38 -0.005 35 0 62 -8.348e-4 62 -1.927e-3 38 -1.202e-3 32 379 39 max 0.012 32 0.004 61 0 61 8.323e-4 61 2.344e-3 63 1.263e-3 63 380 min -0.012 63 -0.005 41 0 41 -9.021e-4 41 -2.326e-3 32 -1.266e-3 32 381 48 max 0.005 32 0.004 62 0 62 3.097e-4 62 1.026e-3 32 5.148e-5 32 382 min -0.005 38 -0.005 35 0 35 -3.374e-4 35 -1.064e-3 38 -5.147e-5 38 383 45 max 0.007 32 0.004 61 0 41 3.347e-4 41 1.437e-3 63 5.413e-5 32 384 min -0.007 63 -0.005 41 0 61 -3.088e-4 61 -1.417e-3 32 -5.4e-5 38 385 3 max 0 32 0 43 0 35 1.477e-3 35 2.479e-3 33 1.172e-3 38 386 min 0 63 0 37 0 62 -1.391e-3 62 -2.542e-3 39 -1.175e-3 32 387 32 max 0 32 0 34 0 61 1.396e-3 61 3.054e-3 37 1.231e-3 63 388 min 0 63 0 40 0 41 -1.474e-3 41 -3.018e-3 43 -1.236e-3 32 389 33 max 0 32 0 62 0 35 1.568e-3 35 2.795e-3 62 9.193e-4 63 390 min 0 63 0 50 0 41 -1.561e-3 41 -2.857e-3 35 -9.819e-4 32 391 14 max 0 33 0 62 0 35 1.497e-3 35 2.967e-3 62 1.076e-3 63 392 min 0 63 0 34 0 41 -1.493e-3 41 -2.854e-3 35 -1.203e-3 33 393 2 max 0 38 0 35 0 62 1.478e-3 35 1.747e-3 33 5.025e-5 32 394 min 0 32 0 56 0 35 -1.391e-3 62 -1.812e-3 39 -5.046e-5 38 395 53 max 0 32 0 63 0 35 1.234e-3 35 2.576e-3 43 1.241e-3 63 396 min 0 63 0 33 0 62 -1.141e-3 62 -2.485e-3 37 -1.243e-3 32 397 34 max 0 63 0 41 0 41 1.396e-3 61 2.289e-3 37 5.276e-5 32 398 min 0 32 0 46 0 61 -1.475e-3 41 -2.25e-3 43 -5.288e-5 38 399 55 max 0 32 0 63 0 61 1.136e-3 61 2.907e-3 39 1.303e-3 63 400 min 0 63 0 43 0 41 -1.216e-3 41 -2.999e-3 33 -1.307e-3 32 401 15 max 0 32 0 61 0 35 1.487e-3 35 2.933e-3 62 1.012e-3 63 402 min 0 63 0 42 0 41 -1.482e-3 41 -2.997e-3 35 -1.124e-3 43 403 202 max 0 32 0 61 0 35 1.373e-3 35 1.857e-3 61 8.373e-4 38 404 min 0 38 0 51 0 41 -1.369e-3 41 -1.849e-3 41 -7.222e-4 32 405 51 max 0 63 0 35 0 62 1.234e-3 35 2.014e-3 42 5.327e-5 32 406 min 0 32 0 53 0 35 -1.141e-3 62 -1.904e-3 36 -5.298e-5 38 407 56 max 0 63 0 41 0 41 1.136e-3 61 2.199e-3 40 5.59e-5 32 408 min 0 32 0 58 0 61 -1.216e-3 41 -2.294e-3 34 -5.554e-5 63 409 25 max 0 63 0 32 0 41 6.632e-5 41 1.712e-3 40 9.193e-4 63 410 min 0 32 0 51 0 35 -6.655e-5 35 -1.747e-3 34 -9.825e-4 32 411 11 max 0 63 0 33 0 41 6.323e-5 41 1.896e-3 62 1.076e-3 63 412 min 0 33 0 50 0 35 -6.39e-5 35 -1.784e-3 61 -1.203e-3 33 413 12 max 0 63 0 43 0 41 6.326e-5 41 1.874e-3 62 1.012e-3 63 414 min 0 43 0 51 0 35 -6.305e-5 35 -1.927e-3 35 -1.124e-3 43 415 40 max 0 32 0 61 0 35 9.091e-4 35 1.889e-3 32 1.201e-3 38 416 min 0 63 0 55 0 62 -8.348e-4 62 -1.927e-3 38 -1.202e-3 32 417 43 max 0 32 0 62 0 61 8.323e-4 61 2.344e-3 63 1.263e-3 63 418 min 0 63 0 47 0 41 -9.021e-4 41 -2.326e-3 32 -1.266e-3 32 419 197 max 0 38 0 38 0 41 5.833e-5 41 8.744e-4 61 8.379e-4 38 420 min 0 32 0 62 0 35 -5.85e-5 35 -8.969e-4 42 -7.216e-4 32 421 38 max 0 38 0 35 0 62 9.097e-4 35 1.026e-3 32 5.148e-5 32 422 min 0 32 0 54 0 35 -8.347e-4 62 -1.064e-3 38 -5.147e-5 38 423 44 max 0 63 0 41 0 41 8.323e-4 61 1.437e-3 63 5.413e-5 32 424 min 0 32 0 63 0 61 -9.026e-4 41 -1.417e-3 32 -5.4e-5 38 425 16 max 0 63 0 63 0 63 0 63 0 63 0 63 426 min 0 31 0 31 0 31 0 31 0 31 0 31 Rooftop Mount Analysis Report May 15, 2023 Project Number: 11860.097 APPENDIX D - ALL SECTORS ADDITIONAL CALCULATIONS Job No. Sheet No. 1 of 1 Calculated By. JJR Date : 5/15/2023 Checked By. VE Date : 5/15/2023 Proposed anchors are 1/2 Diameter HY270 with 4.5 inch Embedment Tallow =2035 lbs Vallow =1495 lbs Tension Factors Shear Factors Spacing= 8 in Spacing= 8 in Factor= 0.79 Factor= 0.79 Edge Distance= 4 in Edge Distance= 4 in Factor= 0.76 Factor= 0.49 Max Loads Per Risa Output: Node Alpha Connections LC 41 Shear X= 7 lbs # of Anchors = 14 *Only top anchors take tension Shear Y= 3178 lbs *28 Total Anchors Tension Z= 5470 lbs Tmax = 391 lbs Vmax = 227 lbs Interaction: 391 227 1,215 576 11860.097 Comments: Proposed anchor connections are (28) 1/2" DIA. Anchors w/ Hilti HY270 adhesive. Reactions + = 0.72 ≤ 1.0, OK Proposed Connection Anchor Check - Alpha Sector G:\Newburgh\Projects\11860.081\11860.097 - Oklahoma Track\Structural\MA\Anchor Connection Check.xlsx Job No. Sheet No. 1 of 1 Calculated By. JJR Date : 5/15/2023 Checked By. VE Date : 5/15/2023 Proposed anchors are 1/2 Diameter HY270 with 4.5 inch Embedment Tallow =2035 lbs Vallow =1495 lbs Tension Factors Shear Factors Spacing= 8 in Spacing= 8 in Factor= 0.79 Factor= 0.79 Edge Distance= 4 in Edge Distance= 4 in Factor= 0.76 Factor= 0.49 Max Loads Per Risa Output: Node Beta Connections LC 32 Shear Z= 88 lbs # of Anchors = 10 *Only top anchors take tension Shear Y= 2447 lbs *20 Total Anchors Tension X= 4922 lbs Tmax = 492 lbs Vmax = 245 lbs Interaction: 492 245 1,215 576 11860.097 Comments: Proposed anchor connections are (20) 1/2" DIA. Anchors w/ Hilti HY270 adhesive. Reactions + = 0.83 ≤ 1.0, OK Proposed Connection Anchor Check - Beta Sector G:\Newburgh\Projects\11860.081\11860.097 - Oklahoma Track\Structural\MA\Anchor Connection Check.xlsx Job No. Sheet No. 1 of 1 Calculated By. JJR Date : 5/15/2023 Checked By. VE Date : 5/15/2023 Proposed anchors are 1/2 Diameter HY270 with 4.5 inch Embedment Tallow =2035 lbs Vallow =1495 lbs Tension Factors Shear Factors Spacing= 8 in Spacing= 8 in Factor= 0.79 Factor= 0.79 Edge Distance= 4 in Edge Distance= 4 in Factor= 0.76 Factor= 0.49 Max Loads Per Risa Output: Node Beta Connections LC 41 *Shear Case Shear Z= 10184 lbs # of Anchors = 20 Shear Y= 1287 lbs Tension X= 10 lbs Tmax = 1 lbs Vmax = 513 lbs Interaction: 1 513 1,215 576 Comments: Proposed anchor connections are (20) 1/2" DIA. Anchors w/ Hilti HY270 adhesive. Reactions + = 0.89 ≤ 1.0, OK 11860.097 Proposed Connection Anchor Check - Beta Sector G:\Newburgh\Projects\11860.081\11860.097 - Oklahoma Track\Structural\MA\Anchor Connection Check.xlsx Job No. Sheet No. 1 of 1 Calculated By. JJR Date : 5/15/2023 Checked By. VE Date : 5/15/2023 Proposed anchors are 1/2 Diameter HY270 with 4.5 inch Embedment Tallow =2035 lbs Vallow =1495 lbs Tension Factors Shear Factors Spacing= 8 in Spacing= 8 in Factor= 0.79 Factor= 0.79 Edge Distance= 4 in Edge Distance= 4 in Factor= 0.76 Factor= 0.49 Max Loads Per Risa Output: Node Gamma Connections LC 35 Shear X= 1 lbs # of Anchors = 14 *Only top anchors take tension Shear Y= 3190 lbs *28 Total Anchors Tension Z= 5514 lbs Tmax = 394 lbs Vmax = 228 lbs Interaction: 394 228 1,215 576 Comments: Proposed anchor connections are (28) 1/2" DIA. Anchors w/ Hilti HY270 adhesive. Proposed Connection Anchor Check - Gamma Sector Reactions + = 0.72 ≤ 1.0, OK 11860.097 G:\Newburgh\Projects\11860.081\11860.097 - Oklahoma Track\Structural\MA\Anchor Connection Check.xlsx Job No. Sheet No. 1 of 2 Calculated By JJR Date : 05/15/23 Checked By VE Date: 05/15/23 Wind Load Per ASCE 7-16 Chapter 26 z= 41.00 ft +/- (Top of Bulkhead) V= 109 MPH Exposure: C α= 9.5 Zg=900 Kz=1.05 Table 26.10-1 Kzt=1.00 Section 26.8 Kd=0.90 Section 26.6 Ke=1.00 Section 26.9 qz=28.74 Equation 30.3-1 Building Info D= 7.5 ft (Horizontal dimension of building normal to wind direction) h= 41.0 ft (Mean roof height) h/D= 5.5 Cf= 1.4 0.6 x F=20 PSF (ASD ) Per ASCE 7-16 Section 29.4 Design Wind Loads: Other Structures Design Loads for Bulkhead 11860.097 G:\Newburgh\Projects\11860.081\11860.097 - Oklahoma Track\Structural\MA\ChimneyCheck.xlsx Resultant Horizontal Force G= 0.85 Section 26.11 Job No. Sheet No. 2 of 2 Calculated By JJR Date: 05/15/23 Checked By VE Date: 05/15/23 Roof Height=35 ft Total Height =492.0 in CMU Height =444.0 in Thickness =8.0 in qz =20.1 psf (Per ASCE 7-16 ASD) H =120.0 in B =90.0 in h =104.0 in b =74.0 in Sz=100389.0 in3 Sx =83956.9 in4 A =3104 in2 P =388 in CMU weight=42 psf Stud Walls Weight=11 psf LC:60,61 R1:3831 lbs in *Total wind load in Z direction (worst Case) Force 1:Total Z M:347321 lb-in P:4313 lbs CALCULATIONS: beff = 120.0 in Wt of chimney =51669 lbs * Uplift does not exceed weight of parapet, Therefore OK Moment =2398562 lb-in P/A =18.0 psi M/S =29 psi Max Stress =47 psi Min Stress =-11 psi < -33 psi *Type S mortar per Structural drawings *Verticle dead load of mount 11860.097 EXISTING BULKHEAD CHECK Type of Connection:HILTI Per Risa Output: Dist to T/Roof 19.5 *Width < 0.25 x f`m = 500 psi (f`m = 2000psi per structural drawings) (-ve, in tension) THEREFORE, O.K. Job No. Sheet No. 2 of 2 Calculated By JJR Date: 05/15/23 Checked By VE Date: 05/15/23 Roof Height=35 ft Total Height =492.0 in CMU Height =444.0 in Thickness =8.0 in qz =20.1 psf (Per ASCE 7-16 ASD) H =120.0 in B =90.0 in h =104.0 in b =74.0 in Sz=100389.0 in3 Sx =83956.9 in4 A =3104 in2 P =388 in CMU weight=42 psf Stud Walls Weight=11 psf LC:60,63 R1:3658 lbs in *Total wind load in X direction (worst Case) Force 1:Total X P:4313 lbs M:350260 lb-in CALCULATIONS: beff = 90.0 in Wt of chimney =51669 lbs * Uplift does not exceed weight of parapet, Therefore OK Moment =2233596 lb-in P/A =18.0 psi M/S =22 psi Max Stress =40 psi Min Stress =-4 psi < -33 psi *Type S mortar per Structural drawings *Width < 0.25 x f`m = 500 psi (f`m = 2000psi per structural drawings) (-ve, in tension) THEREFORE, O.K. Dist to T/Roof 19.5 *Verticle dead load of mount 11860.097 EXISTING BULKHEAD CHECK Type of Connection:HILTI Per Risa Output: Rooftop Mount Analysis Report May 15, 2023 Project Number: 11860.097 APPENDIX E REFERENCES AND STRUCTURAL DETAILS ASCE 7 Hazards Report Address: 233 Lake Ave Saratoga Springs, New York 12866 Standard:ASCE/SEI 7-16 Risk Category:II Soil Class:D - Default (see Section 11.4.3) Elevation:312.97 ft (NAVD 88) Latitude: Longitude: 43.085313 -73.764859 Wind Results: Wind Speed 109 Vmph 10-year MRI 75 Vmph 25-year MRI 81 Vmph 50-year MRI 87 Vmph 100-year MRI 93 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Aug 11 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 4https://asce7hazardtool.online/Thu Aug 11 2022 SS : 0.213 S1 : 0.064 F a : 1.6 F v : 2.4 SMS : 0.341 SM1 : 0.154 SDS : 0.227 SD1 : 0.103 T L : 6 PGA : 0.116 PGA M : 0.181 F PGA : 1.569 Ie : 1 C v : 0.726 Design Response Spectrum S (g) vs T(s)a MCE Response SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum S (g) vs T(s)a MCE Vertical Response SpectrumR S (g) vs T(s)a Seismic Site Soil Class: Results: Seismic Design Category D - Default (see Section 11.4.3) B Data Accessed: Thu Aug 11 2022 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 2 of 4https://asce7hazardtool.online/Thu Aug 11 2022 Ice Results: Data Source: Date Accessed: Ice Thickness: 1.00 in. Concurrent Temperature: 5 F Gust Speed 40 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Thu Aug 11 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Snow Results: Ground Snow Load, p : 50 lb/ftg 2 Elevation: 313.0 ft Data Source: ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Thu Aug 11 2022 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Page 3 of 4https://asce7hazardtool.online/Thu Aug 11 2022 The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. 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