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Structural Analysis Report
ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure :115 ft Self Supported Tower ATC Site Name :Hazeltine, MN ATC Site Number :81388 Engineering Number :56358021 Proposed Carrier :Verizon Carrier Site Name :Min Hazeltine (AWS) Carrier Site Number :11093 | PV642 Site Location :2290 Lyman Blvd. Chanhassen, MN 55317-7400 44.847778,-93.579163 County :Carver Date :January 9, 2014 Max Usage :62% Result :Pass Eric Bosko, E.I. Eng. Number 56358021 January 9, 2014 ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion ....................................................................................................................................... 1 Existing and Reserved Equipment ..................................................................................................... 2 Proposed Equipment ....................................................................................................................... 2 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection, Twist, and Sway...............................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number 56358021 January 9, 2014 Page 1 ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 115 ft self supported tower to reflect the change in loading by Verizon. Supporting Documents Tower Drawings Pirod Drawing #114515-B, dated August 15, 1990 Foundation Drawing Pirod Drawing #114515-B, dated November 5, 1990 Geotechnical Report TCT Job #4220 90-1856, dated October 8, 1990 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:90 mph (3-Second Gust) Basic Wind Speed w/ Ice:50 mph (3-Second Gust) w/ 3/4" radial ice concurrent Code:ANSI/TIA-222-G / 2006 IBC / 2007 Minnesota State Building Code Structure Class:II Exposure Category:C Topographic Category:1 Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Eng. Number 56358021 January 9, 2014 Page 2 ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Mount Elev.¹ (ft)Qty.Antenna Mount Type Lines Carrier 3 CSS DBC-750 3 CSS X7C-880114.0 6 Swedcom ALP 9214-N Sector Frames (9) 7/8" Coax Verizon 3 Kathrein 840 10054 3 Motorola WAP 450105.0 2 Andrew VHLP2-18 Leg (6) 5/16" Coax (2) 1/2" Coax (1) 2" Conduit Clearwire 4 dB Systems 5100A-D 1 dB Systems 5100A95.0 1 VertexRSI 101V VPD Side Arms (5) 1 5/8" Coax (1) 7/8" Coax ITT Proposed Equipment Elevation¹ (ft) Mount RAD Qty.Antenna Mount Type Lines Carrier 3 Ericsson RRUS 12 w/ S.S. 6 Antel WBX065X17x050 6 ADC DD1900 Full Band 1 Raycap RCMDC-3315-PF-48 114.0 114.0 2 Raycap RCMDC-1064-PF-48 Sector Frames (6) 7/8" Coax (1) 1.43" Hybrid Verizon 1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Double stack proposed 7/8" coax in the place of the to-be-removed Verizon 1 5/8" coax. Install proposed 1.43" coax alongside. Eng. Number 56358021 January 9, 2014 Page 3 ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structure Usages Structural Component Controlling Usage Pass/Fail Legs 33%Pass Diagonals 62%Pass Anchor Bolts 19%Pass Leg Bolts 23%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Uplift (Kips)223.9 302.3 83.6 28% Axial (Kips)241.9 326.6 104.3 32% Shear (Kips)40.9 55.2 21.4 39% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection, Twist and Sway* Antenna Elevation (ft)Deflection (ft)Twist (°)Sway (Rotation) (°) 114.0 0.075 0.004 0.072 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: --Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. --Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Tower : Code: Client : Location :Hazeltine, MN Verizon Wireless ANSI/TIA-222 Rev G 81388 © 2007 - 2014 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :19.00 ft 7.50 ft Top Width : Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:90 mph no ice 50 mph w/ 3/4" radial ice 60 mph Serviceability 1 - 2 SAE 36 ksi 4X4X0.2512B 50 ksi 12"BD 1.75" 3 SAE 36 ksi 3X3X0.312512B 50 ksi 12"BD 1.75" 4 - 5 SAE 36 ksi 3X3X0.187512B 50 ksi 12"BD 1.5" 6 SAE 36 ksi 2.5X2.5X0.187512B 50 ksi 12"BD 1.25" Discrete Appurtenance (ft)Type DescriptionQty Elev 114.00 Ericsson RRUS 12 w/ S.S.3Panel114.00 Antel WBX065X17x0506Panel114.00 ADC DD1900 Full Band6Panel114.00 Raycap RCMDC-3315-PF-481Panel114.00 Raycap RCMDC-1064-PF-482Panel114.00 CSS DBC-7503Panel114.00 CSS X7C-8803Panel114.00 Flat Light Sector Frame3Mounting Frame114.00 Swedcom ALP 9214-N6Panel105.00 Kathrein 840 100543Panel105.00 Motorola WAP 4503Panel105.00 Andrew VHLP2-182Dish95.00 dB Systems 5100A-D4Whip95.00 dB Systems 5100A1Whip95.00 Round Side Arm3Straight Arm95.00 VertexRSI 101V VPD1Panel Linear Appurtenance Elev (ft) From DescriptionToQty 0.000 115.00 Climbing Ladder1 5.000 114.00 7/8" Coax1 5.000 114.00 7/8" Coax6 5.000 114.00 7/8" Coax8 5.000 114.00 1.43" Hybrid1 5.000 105.00 5/16" Coax65.000 105.00 2" Conduit1 5.000 105.00 1/2" Coax2 5.000 95.000 Waveguide1 5.000 95.000 7/8" Coax1 5.000 95.000 1 5/8" Coax5 1/9/2014 11:40:43 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Section Forces Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.2D + 1.6W Normal 90.00 mph Normal to Face with No Ice 1.20 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.60 0.85 (psf) 6 102.5 22.42 913.77 2,693.9020.820.001.001.002.800.140.0019.5312.73 0.03,259.90.0036.75 1,780.13 5 80.00 21.28 1,159.6 2,947.3422.000.001.001.002.810.140.0017.2314.87 0.03,541.70.0051.07 1,787.71 4 60.00 20.03 1,091.4 2,918.5523.410.001.001.002.860.130.0017.2316.41 0.03,623.60.0051.07 1,827.08 3 40.00 18.39 1,002.1 2,854.1825.630.001.001.002.890.120.0018.8318.03 0.04,785.40.0051.07 1,852.01 2 20.00 15.90 866.10 2,960.2033.990.001.001.002.850.130.0018.8326.30 0.05,076.30.0051.07 2,094.10 1 5.00 14.98 224.44 1,268.1617.840.001.001.002.870.120.009.4214.02 0.02,477.70.0013.60 1,043.72 22,764.7 0.0 15,642.33 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.2D + 1.6W 60 deg 90.00 mph 60 deg with No Ice 1.20 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.60 0.85 (psf) 6 102.5 22.42 913.77 2,476.2418.270.001.000.802.800.140.0019.5312.73 0.03,259.90.0036.75 1,562.47 5 80.00 21.28 1,159.6 2,705.6519.030.001.000.802.810.140.0017.2314.87 0.03,541.70.0051.07 1,546.03 4 60.00 20.03 1,091.4 2,662.4520.130.001.000.802.860.130.0017.2316.41 0.03,623.60.0051.07 1,570.97 3 40.00 18.39 1,002.1 2,593.6122.030.001.000.802.890.120.0018.8318.03 0.04,785.40.0051.07 1,591.44 2 20.00 15.90 866.10 2,636.1228.730.001.000.802.850.130.0018.8326.30 0.05,076.30.0051.07 1,770.02 1 5.00 14.98 224.44 1,104.1115.040.001.000.802.870.120.009.4214.02 0.02,477.70.0013.60 879.67 22,764.7 0.0 14,178.18 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.2D + 1.6W 90 deg 90.00 mph 90 deg with No Ice 1.20 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.60 0.85 (psf) 6 102.5 22.42 913.77 2,530.6618.910.001.000.852.800.140.0019.5312.73 0.03,259.90.0036.75 1,616.88 5 80.00 21.28 1,159.6 2,766.0719.770.001.000.852.810.140.0017.2314.87 0.03,541.70.0051.07 1,606.45 4 60.00 20.03 1,091.4 2,726.4720.950.001.000.852.860.130.0017.2316.41 0.03,623.60.0051.07 1,635.00 3 40.00 18.39 1,002.1 2,658.7522.930.001.000.852.890.120.0018.8318.03 0.04,785.40.0051.07 1,656.58 2 20.00 15.90 866.10 2,717.1430.050.001.000.852.850.130.0018.8326.30 0.05,076.30.0051.07 1,851.04 1 5.00 14.98 224.44 1,145.1215.740.001.000.852.870.120.009.4214.02 0.02,477.70.0013.60 920.68 22,764.7 0.0 14,544.22 Page 1 1/9/2014 11:40:43 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Section Forces Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 0.9D + 1.6W Normal 90.00 mph Normal to Face with No Ice (Reduced DL) 0.90 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.60 0.85 (psf) 6 102.5 22.42 913.77 2,693.9020.820.001.001.002.800.140.0019.5312.73 0.02,445.00.0036.75 1,780.13 5 80.00 21.28 1,159.6 2,947.3422.000.001.001.002.810.140.0017.2314.87 0.02,656.30.0051.07 1,787.71 4 60.00 20.03 1,091.4 2,918.5523.410.001.001.002.860.130.0017.2316.41 0.02,717.70.0051.07 1,827.08 3 40.00 18.39 1,002.1 2,854.1825.630.001.001.002.890.120.0018.8318.03 0.03,589.10.0051.07 1,852.01 2 20.00 15.90 866.10 2,960.2033.990.001.001.002.850.130.0018.8326.30 0.03,807.30.0051.07 2,094.10 1 5.00 14.98 224.44 1,268.1617.840.001.001.002.870.120.009.4214.02 0.01,858.20.0013.60 1,043.72 17,073.5 0.0 15,642.33 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 0.9D + 1.6W 60 deg 90.00 mph 60 deg with No Ice (Reduced DL) 0.90 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.60 0.85 (psf) 6 102.5 22.42 913.77 2,476.2418.270.001.000.802.800.140.0019.5312.73 0.02,445.00.0036.75 1,562.47 5 80.00 21.28 1,159.6 2,705.6519.030.001.000.802.810.140.0017.2314.87 0.02,656.30.0051.07 1,546.03 4 60.00 20.03 1,091.4 2,662.4520.130.001.000.802.860.130.0017.2316.41 0.02,717.70.0051.07 1,570.97 3 40.00 18.39 1,002.1 2,593.6122.030.001.000.802.890.120.0018.8318.03 0.03,589.10.0051.07 1,591.44 2 20.00 15.90 866.10 2,636.1228.730.001.000.802.850.130.0018.8326.30 0.03,807.30.0051.07 1,770.02 1 5.00 14.98 224.44 1,104.1115.040.001.000.802.870.120.009.4214.02 0.01,858.20.0013.60 879.67 17,073.5 0.0 14,178.18 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 0.9D + 1.6W 90 deg 90.00 mph 90 deg with No Ice (Reduced DL) 0.90 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.60 0.85 (psf) 6 102.5 22.42 913.77 2,530.6618.910.001.000.852.800.140.0019.5312.73 0.02,445.00.0036.75 1,616.88 5 80.00 21.28 1,159.6 2,766.0719.770.001.000.852.810.140.0017.2314.87 0.02,656.30.0051.07 1,606.45 4 60.00 20.03 1,091.4 2,726.4720.950.001.000.852.860.130.0017.2316.41 0.02,717.70.0051.07 1,635.00 3 40.00 18.39 1,002.1 2,658.7522.930.001.000.852.890.120.0018.8318.03 0.03,589.10.0051.07 1,656.58 2 20.00 15.90 866.10 2,717.1430.050.001.000.852.850.130.0018.8326.30 0.03,807.30.0051.07 1,851.04 1 5.00 14.98 224.44 1,145.1215.740.001.000.852.870.120.009.4214.02 0.01,858.20.0013.60 920.68 17,073.5 0.0 14,544.22 Page 2 1/9/2014 11:40:43 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Section Forces Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi Normal 50.00 mph Normal with 0.75 in Radial Ice 1.20 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :1.00 0.85 1.00 (psf) 6 102.5 6.92 499.28 1,096.1742.611.681.001.002.380.2731.1350.6612.73 4,567.67,827.659.6458.59 596.89 5 80.00 6.57 682.73 1,237.0440.891.641.001.002.430.2527.1944.4214.87 5,225.08,766.792.8772.92 554.31 4 60.00 6.18 646.53 1,209.8742.641.591.001.002.510.2328.0545.2816.41 5,196.08,819.690.2472.30 563.33 3 40.00 5.68 587.25 1,149.3945.341.531.001.002.570.2128.5947.4218.03 5,146.39,931.886.6571.45 562.14 2 20.00 4.91 486.88 1,059.9553.431.431.001.002.570.2128.2947.1226.30 5,384.310,460.680.8570.09 573.07 1 5.00 4.62 116.20 393.2026.771.241.001.002.630.1912.8522.2714.02 1,907.54,385.217.6018.78 277.00 50,191.5 27,426.7 6,145.62 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 50.00 mph 60 deg with 0.75 in Radial Ice 1.20 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :1.00 0.85 1.00 (psf) 6 102.5 6.92 499.28 1,060.5240.061.681.000.802.380.2731.1350.6612.73 4,567.67,827.659.6458.59 561.24 5 80.00 6.57 682.73 1,196.7237.921.641.000.802.430.2527.1944.4214.87 5,225.08,766.792.8772.92 513.99 4 60.00 6.18 646.53 1,166.5139.361.591.000.802.510.2328.0545.2816.41 5,196.08,819.690.2472.30 519.98 3 40.00 5.68 587.25 1,104.6841.741.531.000.802.570.2128.5947.4218.03 5,146.39,931.886.6571.45 517.43 2 20.00 4.91 486.88 1,003.5348.171.431.000.802.570.2128.2947.1226.30 5,384.310,460.680.8570.09 516.65 1 5.00 4.62 116.20 364.1923.971.241.000.802.630.1912.8522.2714.02 1,907.54,385.217.6018.78 247.99 50,191.5 27,426.7 5,896.15 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.2D + 1.0Di + 1.0Wi 90 deg 50.00 mph 90 deg with 0.75 in Radial Ice 1.20 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor : Ice Importance Factor : 1.00 1.00Ice Dead Load Factor :1.00 0.85 1.00 (psf) 6 102.5 6.92 499.28 1,069.4340.701.681.000.852.380.2731.1350.6612.73 4,567.67,827.659.6458.59 570.15 5 80.00 6.57 682.73 1,206.8038.661.641.000.852.430.2527.1944.4214.87 5,225.08,766.792.8772.92 524.07 4 60.00 6.18 646.53 1,177.3540.181.591.000.852.510.2328.0545.2816.41 5,196.08,819.690.2472.30 530.82 3 40.00 5.68 587.25 1,115.8642.641.531.000.852.570.2128.5947.4218.03 5,146.39,931.886.6571.45 528.61 2 20.00 4.91 486.88 1,017.6449.491.431.000.852.570.2128.2947.1226.30 5,384.310,460.680.8570.09 530.75 1 5.00 4.62 116.20 371.4424.671.241.000.852.630.1912.8522.2714.02 1,907.54,385.217.6018.78 255.24 50,191.5 27,426.7 5,958.52 Page 3 1/9/2014 11:40:43 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Section Forces Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.0D + 1.0W Service Normal Serviceability - 60.00 Wind Normal 1.00 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.00 0.85 (psf) 6 102.5 9.97 253.83 819.0223.790.001.001.002.800.140.0019.5312.73 0.02,716.60.0036.75 565.19 5 80.00 9.46 322.12 878.0924.630.001.001.002.810.140.0017.2314.87 0.02,951.40.0051.07 555.97 4 60.00 8.90 303.19 870.0726.150.001.001.002.860.130.0017.2316.41 0.03,019.70.0051.07 566.88 3 40.00 8.17 278.38 853.8328.670.001.001.002.890.120.0018.8318.03 0.03,987.90.0051.07 575.45 2 20.00 7.07 240.58 872.9736.950.001.001.002.850.130.0018.8326.30 0.04,230.30.0051.07 632.39 1 5.00 6.66 62.35 376.6919.340.001.001.002.870.120.009.4214.02 0.02,064.70.0013.60 314.34 18,970.6 0.0 4,670.67 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.0D + 1.0W Service 60 deg Serviceability - 60.00 Wind 60 deg 1.00 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.00 0.85 (psf) 6 102.5 9.97 253.83 758.5621.250.001.000.802.800.140.0019.5312.73 0.02,716.60.0036.75 504.73 5 80.00 9.46 322.12 810.9521.660.001.000.802.810.140.0017.2314.87 0.02,951.40.0051.07 488.83 4 60.00 8.90 303.19 798.9322.870.001.000.802.860.130.0017.2316.41 0.03,019.70.0051.07 495.74 3 40.00 8.17 278.38 781.4525.070.001.000.802.890.120.0018.8318.03 0.03,987.90.0051.07 503.07 2 20.00 7.07 240.58 782.9531.690.001.000.802.850.130.0018.8326.30 0.04,230.30.0051.07 542.37 1 5.00 6.66 62.35 331.1216.540.001.000.802.870.120.009.4214.02 0.02,064.70.0013.60 268.77 18,970.6 0.0 4,263.96 Sect Seq (ft) Height Wind qz (sqft) Area Flat Round Area (sqft)(sqft) Area Round Ice Sol Ratio Cf Df Dr (in)(sqft) Area Eff Linear Area (sqft)(sqft) Area Linear Ice Total Weight (lb)Ice (lb) Weight Struct Force (lb)(lb) Force Linear Total Force (lb) LoadCase 1.0D + 1.0W Service 90 deg Serviceability - 60.00 Wind 90 deg 1.00 TotalTotal Ice Thick Gust Response Factor : Dead Load Factor : Wind Load Factor : Wind Importance Factor :1.00 1.00 0.85 (psf) 6 102.5 9.97 253.83 773.6721.880.001.000.852.800.140.0019.5312.73 0.02,716.60.0036.75 519.85 5 80.00 9.46 322.12 827.7322.400.001.000.852.810.140.0017.2314.87 0.02,951.40.0051.07 505.62 4 60.00 8.90 303.19 816.7123.690.001.000.852.860.130.0017.2316.41 0.03,019.70.0051.07 513.53 3 40.00 8.17 278.38 799.5525.970.001.000.852.890.120.0018.8318.03 0.03,987.90.0051.07 521.17 2 20.00 7.07 240.58 805.4533.010.001.000.852.850.130.0018.8326.30 0.04,230.30.0051.07 564.87 1 5.00 6.66 62.35 342.5117.240.001.000.852.870.120.009.4214.02 0.02,064.70.0013.60 280.17 18,970.6 0.0 4,365.64 Page 4 1/9/2014 11:40:44 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Tower Loading (ft) OrientationCaAaWeight No Ice Ice (lb)(sf)FactorElev(ft)Description Weight (lb)(sf) CaAa Ka Vert Ecc Qty Attach Discrete Appurtenance Properties Len (ft) Depth (in) Width (in) 114.0 Ericsson RRUS 12 w/ S.S.3 57.90 3.150 0.80148.51 3.835 0.67 0.0001.700 18.50 7.400 114.0 Antel WBX065X17x050 6 14.10 3.440 0.8051.34 1.832 0.77 0.0003.200 2.700 2.000 114.0 ADC DD1900 Full Band 6 80.00 1.930 0.80165.08 2.503 0.50 0.0001.020 19.00 12.50 114.0 Raycap RCMDC-3315-PF-48 1 21.40 2.510 0.80111.13 3.137 0.67 0.0001.600 15.70 10.30 114.0 Raycap RCMDC-1064-PF-48 2 14.00 1.160 0.8063.20 1.596 0.50 0.0001.130 10.20 8.200 114.0 CSS DBC-750 3 4.80 0.510 0.8019.22 0.719 0.50 0.0000.650 6.600 1.200 114.0 CSS X7C-880 3 40.00 12.590 0.80309.30 14.267 0.82 0.0008.417 12.50 7.000 114.0 Flat Light Sector Frame 3 400.00 17.900 0.75690.31 32.455 0.75 0.0000.000 0.000 0.000 114.0 Swedcom ALP 9214-N 6 53.30 12.880 0.80383.90 13.585 0.96 0.0008.530 11.40 12.60 105.0 Kathrein 840 10054 3 35.00 4.580 1.00132.03 5.457 0.65 0.0003.500 12.70 2.800 105.0 Motorola WAP 450 3 26.00 1.630 1.0081.31 2.174 0.50 0.0002.080 7.600 5.500 105.0 Andrew VHLP2-18 2 31.00 4.690 1.00125.20 5.919 1.00 0.0002.180 26.10 0.000 95.00 dB Systems 5100A-D 4 38.00 3.110 0.80177.04 4.451 1.00 4.2006.480 6.200 6.200 95.00 dB Systems 5100A 1 21.00 2.070 0.80105.40 3.363 1.00 4.2006.480 3.200 3.200 95.00 Round Side Arm 3 150.00 5.200 1.00218.83 7.757 0.67 0.0000.000 0.000 0.000 95.00 VertexRSI 101V VPD 1 4.00 2.540 0.8070.02 3.004 1.00 -2.0001.267 19.00 5.600 Totals 50 3313.90 9771.94 Number of Appurtenances :16 Qty Zone(ft)In Block From (ft)Description (lb/ft) Weight Elev Out OfPct Linear Appurtenance Properties Width (in) Spread On Faces Bundling ArrangementArrangement Cluster Dia (in) Spacing (in)Factor Orientation Ka Override(ft) Elev To 0.00 115.0 Climbing Ladder 1 2.00 6.90 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 114.0 1.43" Hybrid 1 1.43 0.79 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 114.0 7/8" Coax 8 1.09 0.33 Lin App Block50 0.00 0.00 1.00 0.00N 5.00 114.0 7/8" Coax 6 1.09 0.33 Lin App Block50 0.00 0.00 1.00 0.00N 5.00 114.0 7/8" Coax 1 1.09 0.33 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 105.0 1/2" Coax 2 0.63 0.15 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 105.0 2" Conduit 1 2.38 3.65 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 105.0 5/16" Coax 6 0.31 0.05 Lin App Individual0 0.00 1.00 1.00 0.01N 5.00 95.00 1 5/8" Coax 5 1.98 0.82 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 95.00 7/8" Coax 1 1.09 0.33 Lin App Individual0 0.00 1.00 1.00 0.00N 5.00 95.00 Waveguide 1 2.00 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N Page 5 1/9/2014 11:40:44 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Force/Stress Summary phi Use BearShear NumNumphit PnFy %(kip) phiRn (kip) phiRnv HolesBolts(kip) Section:10.000Height (ft):0.00Bot Elev (ft):1 LEG HORIZ DIAG -99.69 1.2D + 1.6W -4.63 1.2D + 1.6W 0.00 1.2D + 1.6W 60 78.16 0.00 4.33 1.2D + 1.6W 90 SAE - 4X4X0.25 50 36 0 10.02 0.000 21.03 33 0 26 300.70 0.00 17.39 100 0 50 100 0 50 100 0 50 324.70 0.00 54.12 12B - 12"BD 1.75" 0 25 LEG HORIZ DIAG Max Tension Member Load Case(kip) Force (ksi) 12B - 12"BD 1.75" SAE - 4X4X0.25 Force Load Case(kip)Max Compression Member Len (ft) Bracing % X ZY KL/R Pn %(kip) Use Shear (kip) Num Bolts phiRnv Bear phiRn (kip) 0.00 0.000 1.75 0 0.00 0.00 1 31.81 27.84 Num Holes 0 0 1 Controls User Input Member Z 0 0 0.00 0.00 24 User Input Controls 0 0 0.00 0.00 1 1 31.81 16.97 Bolt Bear (ksi) F'y 0.0 0.0 35.7 Fu (ksi) 65 0 58 0.0 0.0 158.7 Bolt TypeBolts%(kip)Max Splice Forces Force (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension Capacity Use 96.01 1.2D + 1.6W 0.00 0 76.61 0.9D + 1.6W 60 0.00 0 104.50 1.2D + 1.6W 0.00 0 84.45 0.9D + 1.6W 60 436.14 19 0 6 1 A687 Num phi Use BearShear NumNumphit PnFy %(kip) phiRn (kip) phiRnv HolesBolts(kip) Section:20.000Height (ft):10.00Bot Elev (ft):2 LEG HORIZ DIAG -91.81 1.2D + 1.6W -4.61 1.2D + 1.6W 90 0.00 0.9D + 1.6W 60 73.39 0.00 4.67 1.2D + 1.6W 90 SAE - 4X4X0.25 50 36 0 10.02 0.000 20.15 30 0 24 300.70 0.00 18.94 100 0 50 100 0 50 100 0 50 324.70 0.00 54.12 12B - 12"BD 1.75" 0 27 LEG HORIZ DIAG Max Tension Member Load Case(kip) Force (ksi) 12B - 12"BD 1.75" SAE - 4X4X0.25 Force Load Case(kip)Max Compression Member Len (ft) Bracing % X ZY KL/R Pn %(kip) Use Shear (kip) Num Bolts phiRnv Bear phiRn (kip) 0.00 0.000 1.75 0 0.00 0.00 1 31.81 27.84 Num Holes 0 0 1 Controls User Input Member Z 0 0 0.00 0.00 22 User Input Controls 0 0 0.00 0.00 1 1 31.81 16.97 Bolt Bear (ksi) F'y 0.0 0.0 35.7 Fu (ksi) 65 0 58 0.0 0.0 152.1 Bolt TypeBolts%(kip)Max Splice Forces Force (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension Capacity Use 77.70 1.2D + 1.6W 0.00 0 61.72 0.9D + 1.6W 60 0.00 0 96.01 1.2D + 1.6W 0.00 0 76.61 0.9D + 1.6W 60 327.12 23 0 6 1 A325 Num Page 6 1/9/2014 11:40:44 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Force/Stress Summary phi Use BearShear NumNumphit PnFy %(kip) phiRn (kip) phiRnv HolesBolts(kip) Section:20.000Height (ft):30.00Bot Elev (ft):3 LEG HORIZ DIAG -72.83 1.2D + 1.6W -4.30 1.2D + 1.6W 90 0.00 0.9D + 1.6W 60 58.64 0.00 4.26 1.2D + 1.6W 90 SAE - 3X3X0.3125 50 36 0 10.02 0.000 18.44 24 0 37 300.70 0.00 11.39 100 0 50 100 0 50 100 0 50 324.70 0.00 46.60 12B - 12"BD 1.75" 0 20 LEG HORIZ DIAG Max Tension Member Load Case(kip) Force (ksi) 12B - 12"BD 1.75" SAE - 3X3X0.3125 Force Load Case(kip)Max Compression Member Len (ft) Bracing % X ZY KL/R Pn %(kip) Use Shear (kip) Num Bolts phiRnv Bear phiRn (kip) 0.00 0.000 1.75 0 0.00 0.00 1 31.81 34.80 Num Holes 0 0 1 Controls User Input Member Z 0 0 0.00 0.00 18 User Input Controls 0 0 0.00 0.00 1 1 31.81 21.21 Bolt Bear (ksi) F'y 0.0 0.0 36.0 Fu (ksi) 65 0 58 0.0 0.0 187.9 Bolt TypeBolts%(kip)Max Splice Forces Force (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension Capacity Use 59.05 1.2D + 1.6W 0.00 0 47.00 0.9D + 1.6W 60 0.00 0 77.70 1.2D + 1.6W 0.00 0 61.72 0.9D + 1.6W 60 327.12 19 0 6 1 A325 Num phi Use BearShear NumNumphit PnFy %(kip) phiRn (kip) phiRnv HolesBolts(kip) Section:20.000Height (ft):50.00Bot Elev (ft):4 LEG HORIZ DIAG -54.13 1.2D + 1.6W -3.96 1.2D + 1.6W 90 0.00 0.9D + 1.6W 60 43.77 0.00 3.90 1.2D + 1.6W 90 SAE - 3X3X0.1875 50 36 0 10.02 0.000 16.80 25 0 46 214.90 0.00 8.61 100 0 50 100 0 50 100 0 50 238.60 0.00 28.68 12B - 12"BD 1.5" 0 30 LEG HORIZ DIAG Max Tension Member Load Case(kip) Force (ksi) 12B - 12"BD 1.5" SAE - 3X3X0.1875 Force Load Case(kip)Max Compression Member Len (ft) Bracing % X ZY KL/R Pn %(kip) Use Shear (kip) Num Bolts phiRnv Bear phiRn (kip) 0.00 0.000 1.5 0 0.00 0.00 1 31.81 20.88 Num Holes 0 0 1 Controls User Input Member Z 0 0 0.00 0.00 18 User Input Controls 0 0 0.00 0.00 1 1 31.81 12.72 Bolt Bear (ksi) F'y 0.0 0.0 36.0 Fu (ksi) 65 0 58 0.0 0.0 169.2 Bolt TypeBolts%(kip)Max Splice Forces Force (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension Capacity Use 40.64 1.2D + 1.6W 0.00 0 31.94 0.9D + 1.6W 60 0.00 0 59.05 1.2D + 1.6W 0.00 0 47.00 0.9D + 1.6W 60 327.12 14 0 6 1 A325 Num Page 7 1/9/2014 11:40:44 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Force/Stress Summary phi Use BearShear NumNumphit PnFy %(kip) phiRn (kip) phiRnv HolesBolts(kip) Section:20.000Height (ft):70.00Bot Elev (ft):5 LEG HORIZ DIAG -35.89 1.2D + 1.6W -3.71 1.2D + 1.6W 90 0.00 1.2D + 1.6W 60 27.55 0.00 3.69 1.2D + 1.6W 90 SAE - 3X3X0.1875 50 36 0 10.02 0.000 15.24 16 0 35 214.90 0.00 10.46 100 0 50 100 0 50 100 0 50 238.60 0.00 28.68 12B - 12"BD 1.5" 0 28 LEG HORIZ DIAG Max Tension Member Load Case(kip) Force (ksi) 12B - 12"BD 1.5" SAE - 3X3X0.1875 Force Load Case(kip)Max Compression Member Len (ft) Bracing % X ZY KL/R Pn %(kip) Use Shear (kip) Num Bolts phiRnv Bear phiRn (kip) 0.00 0.000 1.5 0 0.00 0.00 1 31.81 20.88 Num Holes 0 0 1 Controls User Input Member Z 0 0 0.00 0.00 11 User Input Controls 0 0 0.00 0.00 1 1 31.81 12.72 Bolt Bear (ksi) F'y 0.0 0.0 36.0 Fu (ksi) 65 0 58 0.0 0.0 153.4 Bolt TypeBolts%(kip)Max Splice Forces Force (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension Capacity Use 22.23 1.2D + 1.6W 0.00 0 16.44 0.9D + 1.6W 60 0.00 0 40.64 1.2D + 1.6W 0.00 0 31.94 0.9D + 1.6W 60 327.12 10 0 6 1 A325 Num phi Use BearShear NumNumphit PnFy %(kip) phiRn (kip) phiRnv HolesBolts(kip) Section:25.000Height (ft):90.00Bot Elev (ft):6 LEG HORIZ DIAG -16.88 1.2D + 1.6W -3.52 1.2D + 1.6W 90 0.00 1.2D + 1.6W 60 12.21 0.00 3.49 1.2D + 1.6W 60 SAE - 2.5X2.5X0.1875 50 36 0 12.52 0.000 15.62 11 0 62 142.50 0.00 5.68 100 0 50 100 0 50 100 0 50 165.70 0.00 22.55 12B - 12"BD 1.25" 0 27 LEG HORIZ DIAG Max Tension Member Load Case(kip) Force (ksi) 12B - 12"BD 1.25" SAE - 2.5X2.5X0.1875 Force Load Case(kip)Max Compression Member Len (ft) Bracing % X ZY KL/R Pn %(kip) Use Shear (kip) Num Bolts phiRnv Bear phiRn (kip) 0.00 0.000 1.25 0 0.00 0.00 1 31.81 20.88 Num Holes 0 0 1 Controls User Input Member Z 0 0 0.00 0.00 7 User Input Controls 0 0 0.00 0.00 1 1 31.81 12.72 Bolt Bear (ksi) F'y 0.0 0.0 36.0 Fu (ksi) 65 0 58 0.0 0.0 189.4 Bolt TypeBolts%(kip)Max Splice Forces Force (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension Capacity Use 3.96 1.2D + 1.0Di + 0.00 0 0.00 0.00 0 22.23 1.2D + 1.6W 0.00 0 16.44 0.9D + 1.6W 60 327.12 5 0 6 1 A325 Num Page 8 1/9/2014 11:40:44 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Support Forces Summary Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down 1.0D + 1.0W Service 90 deg 1b -2.26 -15.66 -1.06 1a -3.28 30.51 1.65 1 -0.42 7.43 -0.59 1.0D + 1.0W Service 60 deg 1b -2.51 -18.90 -1.45 1a -2.20 20.57 0.86 1 -0.35 20.61 -2.34 1.0D + 1.0W Service Normal 1b -0.91 -6.44 -0.97 1a 0.91 -6.44 -0.97 1 0.00 35.16 -4.31 1.2D + 1.0Di + 1.0Wi 90 deg 1b -5.01 -7.26 -2.58 1a -1.78 47.68 0.72 1 -0.53 20.21 1.86 1.2D + 1.0Di + 1.0Wi 60 deg 1b -5.35 -11.32 -3.09 1a -0.48 35.95 -0.25 1 -0.46 35.99 -0.29 1.2D + 1.0Di + 1.0Wi Normal 1b -3.30 4.01 -2.46 1a 3.30 4.01 -2.46 1 0.00 52.60 -2.59 0.9D + 1.6W 90 deg 1b -8.99 -72.56 -4.37 1a -9.87 85.93 4.90 1 -1.40 6.69 -0.53 0.9D + 1.6W 60 deg 1b -9.86 -83.63 -5.69 1a -6.19 51.78 2.22 1 -1.17 51.91 -6.47 0.9D + 1.6W Normal 1b -4.41 -41.00 -4.06 1a 4.41 -41.00 -4.06 1 0.00 102.05 -13.24 1.2D + 1.6W 90 deg 1b -8.83 -70.37 -4.29 1a -10.03 88.20 4.99 1 -1.40 8.91 -0.70 1.2D + 1.6W 60 deg 1b -9.71 -81.45 -5.60 1a -6.34 54.03 2.31 1 -1.17 54.16 -6.65 1.2D + 1.6W Normal 1b -4.25 -38.79 -3.97 1a 4.25 -38.79 -3.97 1 0.00 104.32 -13.42 Max Uplift: Max Down: Max Shear: 83.63 (kip) 104.32 (kip) 13.42 (kip) Moment: Total Down: Total Shear: (kip-ft) (kip) (kip) 1,569.90 21.36 26.74 1.2D + 1.6W Normal Page 9 1/9/2014 11:40:44 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Page 10 1/9/2014 11:40:44 AM © 2007 - 2014 by ATC IP LLC. All rights reserved.Site Number:81388 Location: Code:ANSI/TIA-222 Rev G Struct Class : Exposure : Topo : II 1 C Hazeltine, MN Deflections and Rotations Load Case (ft) Elevation (ft) Deflection Sway (deg)(deg) Twist 0.0519 Serviceability - 60.00 Wind 60 deg 90.00 0.0463 0.0026 0.0584 102.50 0.0584 0.0030 0.0665 115.00 0.0719 0.0036 0.0519 Serviceability - 60.00 Wind 90 deg 90.00 0.0468 0.0025 0.0593 102.50 0.0592 0.0028 0.0718 115.00 0.0731 0.0031 0.0558 Serviceability - 60.00 Wind Normal 90.00 0.0485 0.0009 0.0604 102.50 0.0616 0.0012 0.0711 115.00 0.0752 0.0019 0.058450.00 mph 60 deg with 0.75 in Radial Ice 90.00 0.0549 0.0030 0.0647 102.50 0.0679 0.0033 0.0702 115.00 0.0822 0.0039 0.058750.00 mph 90 deg with 0.75 in Radial Ice 90.00 0.0550 0.0028 0.0654 102.50 0.0680 0.0030 0.0773 115.00 0.0832 0.0033 0.062050.00 mph Normal with 0.75 in Radial Ice 90.00 0.0558 0.0011 0.0658 102.50 0.0694 0.0014 0.0782 115.00 0.0849 0.0020 0.179890.00 mph 60 deg with No Ice (Reduced DL)90.00 0.1594 0.0093 0.2025 102.50 0.2020 0.0105 0.2339 115.00 0.2483 0.0127 0.179990.00 mph 60 deg with No Ice 90.00 0.1595 0.0093 0.2026 102.50 0.2021 0.0105 0.2338 115.00 0.2485 0.0127 0.179090.00 mph 90 deg with No Ice (Reduced DL)90.00 0.1611 0.0090 0.2058 102.50 0.2036 0.0098 0.2500 115.00 0.2524 0.0112 0.179190.00 mph 90 deg with No Ice 90.00 0.1612 0.0090 0.2059 102.50 0.2038 0.0098 0.2502 115.00 0.2526 0.0112 0.193090.00 mph Normal to Face with No Ice (Reduced DL)90.00 0.1673 0.0028 0.2095 102.50 0.2121 0.0038 0.2449 115.00 0.2599 0.0063 0.193190.00 mph Normal to Face with No Ice 90.00 0.1673 0.0028 0.2097 102.50 0.2123 0.0039 0.2454 115.00 0.2601 0.0063 0.0000 115.00 0.0000 0.0000 Page 11