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HomeMy WebLinkAboutUntitled From: Julia Keaveney To: Randy R. Hartmeyer; cc: Michael Gasser; Alison Holmquist; Sivore, Michael; Subject: RE: COMPLETED: AT&T MobilityINU0106-FA#10023955 @92397 North Carmel, IN IN (#44155721). Structural Analysis (60%) Date: Tuesday, November 24, 2009 2:55:34 PM Attachments: AT&T @North Carmel, IN Amend. No. 5.doc Hi Randy, When I submitted your revisions, I asked that only an engineering opinion be ordered. Which is no cost to you and does not require revisions to the structural. These do not get printed and sent as a structural or PE letter would. This was fine with engineering so the structural you have will be ok. I have attached the revised amendment. Let me know if you need anything else. Thanks! Julia From: Randy R. Hartmeyer [mailto:rhartmeyer@ffi.net] Sent: Tuesday, November 24, 2009 9:01 AM To: Julia Keaveney Cc: Michael Gasser; Alison Holmquist; Sivore, Michael Subject: RE: COMPLETED: AT&T MobilityINU0106-FA #10023955 @92397 North Carmel, IN IN (#44155721).Structural Analysis (60%) Julia, The completed structural analysis lists the equipment as submitted on the original application. With a 60% rating I’m sure that there’s no problem for the changes. Can we amend the existing SA to reflect the changes, per the current application? Please give me an estimate as to the additional time required for the amendment/update letter. Also, should I expect a revised lease Amendment soon? Thank you. Randy Hartmeyer Site Development Services Fortune Wireless, Inc. 3855 Valley View Road Zanesville, OH 43701 Mobile: 317-650-1563 Fax: 740-454-7177 From: Julia Keaveney [mailto:Julia.Keaveney@AmericanTower.com] Sent: Tuesday, November 24, 2009 7:55 AM To: Randy R. Hartmeyer Subject: COMPLETED: AT&T Mobility @92397 North Carmel, IN IN (#44155721). Structural Analysis (60%) Hi, Attached is the stamped PDF (soft copy) of the requested engineering service. Please advise if hard copies should be sent. If so, please include how many and to what address. Please make sure to follow any special instructions that are outlined in the engineering analysis when starting your installation. Thanks, Julia Keaveney Account Project Manager American Tower Corporation 10 Presidential Way Woburn, MA 01801 781-926-4745 Julia.Keaveney@americantower.com *ADDRESS *CITY *COUNTY *STATE IN *ZIP *LATITUDE (dgs-min-sec) *LONGITUDE (dgs-min-sec) *CITY *STATE *ZIP *PHONE NAME EMAIL PHONE NAME EMAIL PHONE NAME EMAIL PHONE COMPANY/ORG ADDRESS CITY STATE ZIP NAME EMAIL PHONE NOTICE TO PROCEED (NTP): NAME EMAIL PHONE Delaware *SIGNATORY FIRST NAME *MIDDLE INITIAL W. *LAST NAME CITY STATE ZIP *ATTENTION: *NAME *MIDDLE INITIAL *LAST NAME DEPT: *PHONE NAME DEPT ADDRESS CITY STATE ZIP NAME DEPT ADDRESS CITY STATE ZIP NAME DEPT ADDRESS CITY STATE ZIP ADDRESS FOR RENTAL PAYMENT INVOICING: *EMERGENCY CONTACT NAME DELIVERABLES TO BE SENT TO: ACCOUNTS PAYABLE ALSO COPY PRIMARY CONTACT: *CUSTOMER SITE NUMBER 317-650-1563 *LEGAL NOTICE ADDRESS Jeffrey *SIGNATORY TITLE INU0106 CUSTOMER SITE NAME 92397 CONSTRUCTION PM Ken Ziegler PO REQUESTS: 214-385-7133 LEGAL NOTICE ADDRESS INFORMATION REQUIRED FOR NEW COLLOCATIONS /or if change of address required: *CUSTOMER LEGAL ENTITY NAME INFORMATION TO BE INCLUDED IN LEASE New Cingular Wireless STATE of INCORPORATION OTHER ADDITIONAL CONTACT INFORMATION *RF ENGINEER COLLOCATION APPROVAL: FULLY EXECUTED AGREEMENT: LEASE DRAFT: FA#/CUSTOMER BILLING ID# Fortune Wireless 43701 Randy Hartmeyer PROJECT CONTACT INFORMATION *ADDRESS ONLY COPY PRIMARY CONTACT ON ALL DELIVERABLES: X *PRIMARY CONTACT SITE INFORMATION 40-00-10N North carmel, IN 086-02-27W *ATC SITE NAME *CUSTOMER AT&T Mobility CUSTOMER PROJECT NAME 2nd Carrier Fast Track *ATC SITE NUMBER OPS CONTACT /SITE SUPERVISOR *APPLICATION TYPE Modification to Existing Lease APM (Asst. Project Manager) PHONE NUMBER Julia Keaveney PHONE NUMBER SITE LICENSE APPLICATION Susan Ross TERRITORY MANAGER -BUSINESS DEVELOPMENT PHONE NUMBER DATE OF SUBMITTAL SPECIAL PROJECT 10023955 *EMAIL 3855 Valley View Road Zanesville *COMPANY/ORGANIZATION OH FIRM OR CONTACT NAME TELEPHONE *Summary of Work to be Completed on Site (please include final configuration description) Addition of TMA's to each sector 2525B W 141st Street Westfield Hamilton 46074 Kellerman ADDITIONAL COPY NOTICE TO: FAX E-MAIL Real Estate and Construction Manager X NOT FOR EXECUTION Page 1 of 3 24 W(ft) 12 H(ft) 12 OR Sq. ft. W(ft) H(ft) OR Sq. ft. W(ft) H(ft) X 22.5 W(ft) 12 H(ft) 12 22.5 W(ft) 12 W(ft) W(ft) H(ft) W(ft) W(ft) FUEL TYPE W(ft) FUEL TANK W(ft) W(ft) Y N W(ft) H(ft) OR Sq. ft. W(ft) H(ft) OR Sq. ft. DIMS: L(ft) W(ft) H(ft) DIMS: L(ft) W(ft) H(ft) X kW units POTS GENERATOR (to be located outside primary lease area) GENERATOR (to be located inside primary lease area) SHARED GENERATOR CAPACITY NEEDED (KW) PAD FOR GENERATOR PAD FOR FUEL TANK (if required) ADDITIONAL EQUIP -Please describe: ADDITIONAL EQUIP -Please describe, if other than Generator described above: DIMS: L(ft) Quantity of Cabinets DIMS: L(ft) DIMS: L(ft) ADDITIONAL LEASE AREA REQUIRED FOR BACKUP POWER INSIDE CUSTOMER SHELTER PAD FOR CABINETS STOOP OUTDOOR CABINET/S DIMS: L(ft) Minimum space required if requested area not available: GROUND SPACE REQUIREMENTS PRIMARY CONTIGUOUS LEASE AREA: DIMENSIONS: L(ft) ATC SHARED GENERATOR DIMS: L(ft) FOR ATC USE -APM /TERRITORY MANAGER -BUSINESS DEVELOPMENT DIMS: L(ft) DIMENSIONS: L(ft) INSIDE ATC SHELTER CUSTOMER SHELTER PAD FOR SHELTER MANUFACTURER DIMENSIONS: L(ft) T1 SETBACK REQUIREMENTS: SECONDARY LEASE AREA REQUIREMENTS (i.e. for additional dish, antenna, etc., beyond area described above) Will supplementary ground space be needed to accommodate additional equipment? If yes, please identify the dimensions for the additional area: DIMENSIONS: L(ft) FIBER OPTICS POWER/TELCO REQUIREMENTS GROUND SPACE NOTES (If additional area needed beyond that indicated above, please note here): POWER PROVIDED BY: AVERAGE MONTHLY POWER CONSUMPTION: TELCO/INTERCONNECT REQUIREMENTS TRANSMITTER/RECEIVER TYPE Minimum space required if requested area not available: ATC PROVIDED TRANSMITTER SPECIFICATIONS (& RECEIVER for Broadcast Customer ONLY) Transmitter & Receiver MICROWAVE 3 MANUFACTURER Ericsson TYPE & MODEL 2206 TX POWER OUTPUT 32 TYPE of TECHNOLOGY GSM ELECTRIC SERVICE REQUIRED (Amps/Volts) 200/240 *ERP (Watts) 300 DIMS: L(ft) MAKE /MODEL CAPACITY (KW) GENERATOR NOT REQUIRED UTILITY COMPANY DIRECT DIRECT NOTES: QTY of TRANSMITTERS/RECEIVERS TANK SIZE (gal) DIMS: L(ft) FLOOR DIMS NEEDED: L(ft) DIMS: L(ft) BACKUP POWER REQUIREMENTS X X NOT FOR EXECUTION Page 2 of 3 MLA LICENCE OR LEASE SLA REWRITE ON ATC PAPER BTS ANCHOR TENANT YES NO ANTENNAS COAX LINES CONTRACT TERMS DIPLEXER FREQUENCIES GENERATOR GPS GROUND SPACE HEIGHT CHANGE MICROWAVE RET/RCU/RADIO TTA/TMA/MHA CONTRACT # AMOUNT: AMOUNT: AMOUNT: DESCRIPTION: PURPOSE OF APPLICATION (check all that apply): WILL ATC BE PERFORMING AZP WORK? AMENDMENT TO EXISTING MLA RESERVATION LEASE FOR ATC USE -APM /TERRITORY MANAGER -BUSINESS DEVELOPMENT IF YES, AT WHAT COST? 130 130 Remaining Remaining Remaining EQUIPMENT MOUNT HEIGHT (ft) 130 130 RAD CENTER AGL (ft) 130 130 130 130 INSTALLATION STATUS Remaining 13.9"x14.4"x3.7" Powerwave EQUIPMENT MOUNT TYPE Low Profile Platform N/A EQUIPMENT MANUFACTURER Powerwave EQUIPMENT DIMENSIONS (HxWxD) (Indicate feet or inches) 65"x11"x5" Proposed EQUIPMENT WEIGHT (per item, in lbs.) 29.5lbs 5.3 lbs 15.4 lbs 31 lbs 17 6 lbs EQUIPMENT MODEL # RA21.7770.00 2/0/2 2/2/2 LGP 13513 4.4"x6.3'x3" (4)11.2'x11'x4.2" (2)13.9"x14.4"x3.7" (4)6 9"x14 4"x2 7" 4 424EQUIPMENT QUANTITY 9 6 QTY. in EACH AZIMUTH /SECTOR, i.e. "4/4/4" 3/3/3 AZIMUTHS /DIRECTION of RADIATION (degrees) i.e. "0/180/240" 54/174/300 (4) Ericsson (2) Powerwave (4) powerwave Powerwave (4)KRY 112 81/2 (2)LGP 17205 (4)LGP 17502 (6)LGP17205 31 lbs 4/2/4 RX FREQUENCY TRANSMIT, RECEIVE or TRANSMIT & RECEIVE Transmit & Receive TX FREQUENCY 870Mhz-880Mhz 1870-1885, 1950-1965 825Mhz-830Mhz 1865-1870, 1945-1950 Is equipment using unlicensed frequencies? No ANTENNA GAIN 13.5dBi(850) 16.5dBi (1900) TOTAL # of LINES for equipment in column 9 3 LINE QTY. in EACH AZIMUTH /SECTOR, i.e. "5/5/5" 1/1/1 7/8" 3/3/3 1/0/0 REMOVING EQUIPMENT (if applicable) Removing three 1 5/8" coax and replacing with three 7/8" coax for a final configuration of six 1 5/8" lines and six 7/8" lines. LINE TYPE ANTENNA EQUIPMENT (REMAINING/PROPOSED) SPECIFICATIONS EQUIPMENT TYPE: LINE DIAMETER /SIZE 6-1 5/8" 3-7/8" ATC REQUIRED ATC REQUIRED NO YES YES PROJECT SPECIALIST NO NO ENVIRONMENTAL REVIEW NO FURTHER REVIEW REQUIRED BY COLLO.ENVIRO YES IS TOWER PAINTING REQUIRED? IS PRE/PRE/POST AM STUDY REQUIRED? IS TOWER LIT APPROVAL CONDITIONS: NOT REQUIRED BY ATC FURTHER REVIEW REQUIRED BY COLLO.ENVIRO PERFORMED AT CUSTOMER NOT REQUIRED BY ATC REQUEST OTHER NON-ENGINEERING FEE REQUIRED? IS APPLICATION FEE REQUIRED? IS SITE INSPECTION FEE REQUIRED? 3/8" ADDITIONAL INSTALLATION NOTES: Adding six Powerwave 17205 TMA's. Coax Control Cables Coax PERFORMED AT CUSTOMER REQUEST IS THIS SITE SUBJECT TO RIGHT OF FIRST NO REFUSAL? YES SSIS IS THIS GROUND LEASE SUBJECT TO REVENUE NO SHARE? ENGINEERING SERVICE YES Panel RET/RCU Diplexer/Dual Coupler TTA/TMA TTA/TMA APPROVAL DATE FOR ATC USE-PROJECT SPECIALIST NOTES TO COLLO: Panel NOT FOR EXECUTION Page 3 of 3 Engineering Number 44155721 November 4, 2009 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 148 ft. Summit Manufacturing Monopole located at 2525 W. 141st St., Westfield, IN 46074, Hamilton County (ATC Site No. 92397). The tower was originally designed and manufactured by Summit (Paul J. Ford Job No. 29299-853, dated December 1, 1999). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non-corroded condition. Basic Wind Speed: 70 mph (Fastest Mile) Radial Ice: 61 mph (Fastest Mile) w/½” ice Code: TIA/EIA-222-F /2006 IBC Criteria per Section 1609.1.1, Exception (4) and Section 3108.4 /2008 Indiana Building Code Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 150.0 6 RFS ATMAA1412D-1A20 Low Profile Platform (18) 1 ¼” 6 RFS APL199014-42T2 T-Mobile 3 RFS APXV18-206517S-C-A20 142.0 6 TTA 3 Antel BXA-80090/8CF Low Profile Platform (6) 1 5/8” Verizon 3 Antel BXA-185063/8CF 130.0 2 Powerwave LGP17502 4 Ericsson KRY 112 81/2 Low Profile Platform -AT&T Mobility 2 Ericsson KRY 112 71/3 120.0 3 CSA PCSX065-18-2H Low Profile Platform (12) 1 5/8” (3) ¼” Sprint Nextel 9 Decibel DB846G90A-XY 6 14" x 9" TTA 95.0 3 EMS FR90-16-XXDP Flush (6) 1 5/8” 85.0 9 EMS RV65-18-02DP T-Arm w/Working Platforms (9) 1 5/8” Cleveland Unlimited Engineering Number 44155721 November 4, 2009 Page 2 Proposed Antennas Install proposed coax inside monopole. Results The maximum structure usage is: 60% Pole Reactions Original Design Reactions Current Analysis Reactions % Of Design Moment (ft-kips) 3,350.0 2,093.5 63 Shear (kips) 30.0 20.3 68 The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Conclusion Based on the analysis results, the structure meets the requirements per TIA/EIA-222-F, 2006 IBC and 2008 Indiana Building Code standards. The tower and foundation can support the existing and proposed antennas with the TX line distribution as described in this report. If you have any questions or require additional information, please call 919-466-5147. Elev. (ft) Qty Antennas Mount Coax Carrier 130.0 2 Powerwave TT19-08BP111-001 Low Profile Platform (9) 1 5/8” (3) 7/8” (1) 3/8” AT&T Mobility 4 Powerwave LGP17205 4 Powerwave LGP13513 9 Powerwave RA21.7770.00 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, the antenna 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 Engineering Services 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 are in an un-corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. 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. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Pole : Description : Location : Height : Client : Shape : 92397 148 ft Summit Monopole AT&T Mobility North Carmel, IN 18 Sides 148.00 (ft) Taper: 0.209998(in/ft) 0.00 Copyright Semaan Engineering Solutions, Inc Base Elev (ft): Code: TIA/EIA-222 Rev F Sections Properties Section (ft) Shaft Length Diameter (in) Accross Flats Top (in) Thick Length (in) Overlap Steel Grade Bottom (ksi) Joint Type Taper (in/ft) 1 49.500 42.68 53.08 0.375 0.000 0.209998 65 2 49.750 34.01 44.46 0.313 Slip Joint 66.000 0.209998 65 3 49.750 25.01 35.46 0.250 Slip Joint 54.000 0.209998 60 4 12.250 23.50 26.07 0.188 Slip Joint 39.000 0.209998 60 Discrete Appurtenance Attach Elev (ft) Qty Description Force Elev (ft) 148.000 150.000 6 RFS ATMAA1412D-1A20 148.000 150.000 6 RFS APL199014-42T2 148.000 150.000 3 RFS APXV18-206517S-C-A20 148.000 148.000 1 Flat Low Profile Platform 142.000 142.000 6 TTA 142.000 142.000 3 Antel BXA-80090/8CF 142.000 142.000 3 Antel BXA185063/8CF 142.000 142.000 1 Flat Low Profile Platform 130.000 130.000 2 Powerwave TT19-08BP111-001 130.000 130.000 2 Powerwave LGP17502 130.000 130.000 4 Ericsson KRY 112 81/2 130.000 130.000 4 Powerwave LGP17205 130.000 130.000 4 Powerwave LGP13513 130.000 130.000 2 Ericsson KRY 112 71/3 130.000 130.000 9 Powerwave RA21.7770.00 130.000 130.000 1 Flat Low Profile Platform 120.000 120.000 1 Round Low Profile Platform 120.000 120.000 3 CSA PCSX065-18-2H 120.000 120.000 9 Decibel DB846G90A-XY 120.000 122.000 6 14" x 9" TTA 95.000 95.000 3 EMS FR90-16-XXDP 85.000 85.000 9 EMS RV65-18-02DP 85.000 85.000 3 T-Arm w/Working Platform Linear Appurtenance Elev (ft) From To Description Exposed To Wind 5.000 85.000 1 5/8" Coax Yes 5.000 95.000 1 5/8" Coax Yes 5.000 120.0 1 5/8" Coax No 5.000 120.0 1 5/8" Coax Yes 5.000 120.0 1/4" Coax Yes 5.000 130.0 1 5/8" Coax No 5.000 130.0 7/8" Coax No 5.000 142.0 1 5/8" Coax No 5.000 150.0 1 1/4" Coax No 0.000 130.0 3/8" Coax No Load Cases No Ice 70.00 mph Wind with No Ice Ice 60.62 mph Wind with Ice Twist/Sway 50.00 mph Wind with No Ice 49'-6" 49'-6" 3/8" Thick (65 KSI) 93'-9" 66" 44'-0" 49'-9" 5/16" Thick (65 KSI) 139'-0" 54" 89'-3" 49'-9" 1/4" Thick (60 KSI) 148'-0" 39" 135'-9" 12'-3" 3/16" Thick (60 KSI) 148'-0" 142'-0" 130'-0" 120'-0" 85'-0" 95'-0" Moment Shear Axial Load Case Reactions (Kip-ft) (Kips) (Kips) No Ice 2093.46 20.28 34.58 Ice 1826.08 17.45 43.60 Twist/Sway 1068.46 10.35 34.60 Dish Deflections Attach Load Case Elev (ft) Deflection Rotation (in) (deg) Twist/Sway 0.00 0.000 0.000 49'-6" 49'-6" 3/8" Thick (65 KSI) 93'-9" 66" 44'-0" 49'-9" 5/16" Thick (65 KSI) 139'-0" 54" 89'-3" 49'-9" 1/4" Thick (60 KSI) 148'-0" 39" 135'-9" 12'-3" 3/16" Thick (60 KSI) 148'-0" 142'-0" 130'-0" 120'-0" 85'-0" 95'-0" Load Case : No Ice Max Stress 60.3% at 0.0ft Stresses (ksi) 2.87 7.87 12.87 17.87 22.87 27.87 32.87 37.87 42.87 47.87 52.87 Elevation (ft) 0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 44.000 49.500 55.000 60.000 65.000 70.000 75.000 80.000 85.000 89.250 93.750 100.000 105.000 110.000 115.000 120.000 125.000 130.000 135.000 139.000 142.000 148.000 52 52 52 52 52 52 52 52 52 5522 5522 52 52 52 52 52 52 52 5522 4488 48 48 48 48 48 48 48 4488 4488 48 48 48 31.32 31.03 30.71 30.35 29.96 29.53 29.06 28.54 27.98 2277..3469 3301..9042 30.05 29.08 28.01 26.83 25.54 24.13 22.52 2211..13782234.7.252 21.81 19.65 17.23 14.53 11.35 9.02 6.23 44..2540 33.3.897 2.14 1.34 0.55 Pole : 11/4/2009 10:04:17 AM Code: Page: 1 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Slip Bottom Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Num (ft) (in) (ksi) Type Len (in) (lb) (in) (ft) (sqin) (in^4) Ratio Ratio (in) (ft) (sqin) (in^4) Ratio Ratio (in/ft) Top Shaft Section Properties 1 49.500 0.3750 65 0.00 9,524 53.08 0.000 62.73 22015.3 23.55 141.5 42.68 49.50 50.36 11389.3 18.66 113.83 0.21000 2 49.750 0.3125 65 Slip Joint 66.00 6,536 44.46 44.00 43.79 10785.8 23.68 142.2 34.01 93.75 33.43 4798.1 17.78 108.86 0.21000 3 49.750 0.2500 60 Slip Joint 54.00 4,028 35.46 89.25 27.94 4376.9 23.60 141.8 25.01 139.0 19.65 1522.6 16.23 100.06 0.21000 4 12.250 0.1875 60 Slip Joint 39.00 610 26.07 135.7 15.40 1304.0 23.11 139.0 23.50 148.0 13.87 952.6 20.69 125.33 0.21000 Shaft Weight Weight 20,699 (ft) Weight CaAa CaAa No Ice Ice (lb) (sf) Factor Discrete Appurtenance Properties Elev (ft) Description Weight (lb) (sf) CaAa CaAa Factor Distance From Face (ft) Vert Ecc Qty Attach148.0 RFS ATMAA1412D-1A20 6 13.00 1.170 0.50 20.60 1.390 0.50 0.000 2.000 148.0 RFS APL199014-42T2 6 6.00 2.090 1.00 20.81 2.670 1.00 0.000 2.000 148.0 RFS APXV18-206517S-C-A20 3 26.40 5.160 0.80 53.13 5.850 0.80 0.000 2.000 148.0 Flat Low Profile Platform 1 1500.00 26.100 1.00 1700.00 31.600 1.00 0.000 0.000 142.0 TTA 6 10.00 1.400 0.50 18.00 1.640 0.50 0.000 0.000 142.0 Antel BXA-80090/8CF 3 23.00 8.291 0.89 70.40 9.180 0.89 0.000 0.000 142.0 Antel BXA185063/8CF 3 10.00 2.970 0.81 27.30 3.420 0.81 0.000 0.000 142.0 Flat Low Profile Platform 1 1500.00 26.100 1.00 1700.00 31.600 1.00 0.000 0.000 130.0 Powerwave TT19-08BP111-2 16.00 0.640 0.50 21.80 0.820 0.50 0.000 0.000 130.0 Powerwave LGP17502 2 17.50 0.950 0.50 23.30 1.170 0.50 0.000 0.000 130.0 Ericsson KRY 112 81/2 4 17.00 1.200 0.50 24.90 1.420 0.50 0.000 0.000 130.0 Powerwave LGP17205 4 31.00 1.950 0.50 42.00 2.230 0.50 0.000 0.000 130.0 Powerwave LGP13513 4 11.00 0.700 0.50 20.00 0.900 0.50 0.000 0.000 130.0 Ericsson KRY 112 71/3 2 13.20 0.680 0.50 18.38 0.870 0.50 0.000 0.000 130.0 Powerwave RA21.7770.00 9 37.20 6.790 0.76 74.50 7.530 0.76 0.000 0.000 130.0 Flat Low Profile Platform 1 1500.00 26.100 1.00 1700.00 31.600 1.00 0.000 0.000 120.0 Round Low Profile Platform 1 1500.00 21.700 1.00 1700.00 27.200 1.00 0.000 0.000 120.0 CSA PCSX065-18-2H 3 13.20 4.910 0.83 40.00 5.770 0.83 0.000 0.000 120.0 Decibel DB846G90A-XY 9 15.40 5.867 0.93 15.75 6.692 0.93 0.000 0.000 120.0 14" x 9" TTA 6 10.00 1.230 0.50 20.00 1.460 0.50 0.000 2.000 95.00 EMS FR90-16-XXDP 3 18.00 4.356 0.73 40.42 4.988 0.75 0.000 0.000 85.00 EMS RV65-18-02DP 9 18.00 4.356 0.73 40.42 4.988 0.75 0.000 0.000 85.00 T-Arm w/Working Platform 3 300.00 14.400 0.80 415.00 19.200 0.80 0.000 0.000 Totals 91 8370.60 10865.80 Number of Loadings : 23 (ft) (ft) To Wind Linear Appurtenance Properties Description (lb/ft) Weight No Ice CaAa (sf/ft) Weight (lb/ft) Ice CaAa (sf/ft) From Elev To Exposed Elev 5.00 150.00 (18) 1 1/4" Coax 11.34 0.00 0.00 0.00 N 5.00 142.00 (6) 1 5/8" Coax 4.92 0.00 0.00 0.00 N 0.00 130.00 (1) 3/8" Coax 0.08 0.00 0.00 0.00 N 5.00 130.00 (9) 1 5/8" Coax 7.38 0.00 0.00 0.00 N 5.00 130.00 (3) 7/8" Coax 0.99 0.00 0.00 0.00 N 5.00 120.00 (9) 1 5/8" Coax 7.38 0.00 0.00 0.00 N 5.00 120.00 (3) 1 5/8" Coax 2.46 0.20 7.00 0.30 Y 5.00 120.00 (3) 1/4" Coax 0.18 0.00 5.34 0.00 Y 5.00 95.00 (6) 1 5/8" Coax 4.92 0.20 14.00 0.30 Y 5.00 85.00 (9) 1 5/8" Coax 7.38 0.20 21.01 0.30 Y Pole : 11/4/2009 10:04:17 AM Code: Page: 2 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Total Weight 5,560.48 (lb) 4,359.90(lb) Pole : 11/4/2009 10:04:17 AM Code: Page: 3 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc (lb) Weight Description (in) Thick Dia (in) Area (in^2) Ix (in^4) W/t Ratio Ratio Segment Properties (Max Len : 5 ft) Seg Top Elev (ft) (ksi) (ksi) D/t Fy Fb Flat 0.00 0.3750 53.080 62.730 22,015.3 23.55 141.55 65 52 0.0 5.00 0.3750 52.030 61.480 20,725.5 23.05 138.75 65 52 1,056.6 10.00 0.3750 50.980 60.230 19,487.2 22.56 135.95 65 52 1,035.4 15.00 0.3750 49.930 58.980 18,299.2 22.07 133.15 65 52 1,014.1 20.00 0.3750 48.880 57.731 17,160.4 21.57 130.35 65 52 992.9 25.00 0.3750 47.830 56.481 16,070.0 21.08 127.55 65 52 971.6 30.00 0.3750 46.780 55.231 15,026.7 20.59 124.75 65 52 950.3 35.00 0.3750 45.730 53.982 14,029.6 20.09 121.95 65 52 929.1 40.00 0.3750 44.680 52.732 13,077.6 19.60 119.15 65 52 907.8 44.00 Bot -Section 2 0.3750 43.840 51.732 12,347.8 19.20 116.91 65 52 710.9 45.00 0.3750 43.630 51.482 12,169.7 19.10 116.35 65 52 324.3 49.50 Top -Section 1 0.3125 43.310 42.646 9,961.3 23.03 138.59 65 52 1,439.9 50.00 0.3125 43.205 42.542 9,888.5 22.97 138.26 65 52 72.5 55.00 0.3125 42.155 41.501 9,180.0 22.38 134.90 65 52 715.0 60.00 0.3125 41.105 40.459 8,506.1 21.78 131.54 65 52 697.2 65.00 0.3125 40.055 39.418 7,866.0 21.19 128.18 65 52 679.5 70.00 0.3125 39.005 38.377 7,258.9 20.60 124.82 65 52 661.8 75.00 0.3125 37.955 37.335 6,683.8 20.01 121.46 65 52 644.1 80.00 0.3125 36.905 36.294 6,140.0 19.41 118.10 65 52 626.4 85.00 0.3125 35.855 35.252 5,626.4 18.82 114.74 65 52 608.6 89.25 Bot -Section 3 0.3125 34.962 34.367 5,213.1 18.32 111.88 65 52 503.4 90.00 0.3125 34.805 34.211 5,142.4 18.23 111.38 65 52 158.7 93.75 Top -Section 2 0.2500 34.517 27.190 4,033.9 22.93 138.07 60 48 782.5 95.00 0.2500 34.255 26.982 3,941.9 22.75 137.02 60 48 115.2 100.0 0.2500 33.205 26.149 3,587.9 22.01 132.82 60 48 452.0 105.0 0.2500 32.155 25.316 3,255.8 21.27 128.62 60 48 437.8 110.0 0.2500 31.105 24.482 2,944.8 20.53 124.42 60 48 423.6 115.0 0.2500 30.055 23.649 2,654.3 19.79 120.22 60 48 409.5 120.0 0.2500 29.005 22.816 2,383.5 19.05 116.02 60 48 395.3 125.0 0.2500 27.955 21.983 2,131.8 18.31 111.82 60 48 381.1 130.0 0.2500 26.905 21.150 1,898.5 17.57 107.62 60 48 366.9 135.0 0.2500 25.855 20.317 1,682.9 16.83 103.42 60 48 352.8 135.7 Bot -Section 4 0.2500 25.697 20.192 1,652.0 16.71 102.79 60 48 51.7 139.0 Top -Section 3 0.1875 25.390 14.998 1,203.6 22.47 135.41 60 48 388.4 140.0 0.1875 25.180 14.873 1,173.7 22.27 134.29 60 48 50.8 142.0 0.1875 24.760 14.623 1,115.6 21.87 132.05 60 48 100.4 145.0 0.1875 24.130 14.248 1,031.9 21.28 128.69 60 48 147.4 148.0 0.1875 23.500 13.873 952.6 20.69 125.33 60 48 143.5 20,698.9 Pole : 11/4/2009 10:04:17 AM Code: Page: 4 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 70.00 mph Wind with No Ice 24 Iterations Description Elev Seg Top (lb) Tributary (ft) Kz (mph-ft) (ft) qz (psf) C Cf Aa (sf) CfAa (sf) (lb) Wind Load (lb) Shaft Segment Forces Force X Dead qzGh Load Ice (psf) Ice Tot Dead (in) Thick 0.00 0.00 1.00 12.544 21.19 309.63 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 12.544 21.19 303.50 0.650 0.00 5.00 21.898 14.23 301.7 0.0 1,056.6 10.00 0.00 1.00 12.544 21.19 297.38 0.650 0.00 5.00 21.460 13.95 295.7 0.0 1,035.4 15.00 0.00 1.00 12.544 21.19 291.25 0.650 0.00 5.00 21.023 13.66 289.7 0.0 1,014.1 20.00 0.00 1.00 12.544 21.19 285.13 0.650 0.00 5.00 20.585 13.38 283.7 0.0 992.9 25.00 0.00 1.00 12.544 21.19 279.00 0.650 0.00 5.00 20.148 13.10 277.6 0.0 971.6 30.00 0.00 1.00 12.544 21.19 272.88 0.650 0.00 5.00 19.710 12.81 271.6 0.0 950.3 35.00 0.00 1.01 12.757 21.55 269.00 0.650 0.00 5.00 19.273 12.53 270.1 0.0 929.1 40.00 0.00 1.05 13.253 22.39 267.89 0.650 0.00 5.00 18.835 12.24 274.2 0.0 907.8 44.00 Bot -Section 2 0.00 1.08 13.619 23.01 266.46 0.650 0.00 4.00 14.753 9.59 220.7 0.0 710.9 45.00 0.00 1.09 13.706 23.16 266.03 0.650 0.00 1.00 3.697 2.40 55.7 0.0 324.3 49.50 Top -Section 1 0.00 1.12 14.085 23.80 263.84 0.650 0.00 4.50 16.418 10.67 254.0 0.0 1,439.9 50.00 0.00 1.12 14.125 23.87 267.44 0.650 0.00 0.50 1.802 1.17 28.0 0.0 72.5 55.00 0.00 1.15 14.515 24.53 264.51 0.650 0.00 5.00 17.783 11.56 283.6 0.0 715.0 60.00 0.00 1.18 14.881 25.14 261.15 0.650 0.00 5.00 17.346 11.27 283.5 0.0 697.2 65.00 0.00 1.21 15.225 25.73 257.41 0.650 0.00 5.00 16.908 10.99 282.8 0.0 679.5 70.00 0.00 1.24 15.551 26.28 253.33 0.650 0.00 5.00 16.471 10.71 281.4 0.0 661.8 75.00 0.00 1.26 15.860 26.80 248.95 0.650 0.00 5.00 16.033 10.42 279.3 0.0 644.1 80.00 0.00 1.28 16.155 27.30 244.30 0.650 0.00 5.00 15.596 10.14 276.8 0.0 626.4 85.00 Appertunance(s) 0.00 1.31 16.438 27.77 239.42 0.650 0.00 5.00 15.158 9.85 273.7 0.0 608.6 89.25 Bot -Section 3 0.00 1.32 16.668 28.16 235.09 0.650 0.00 4.25 12.541 8.15 229.6 0.0 503.4 90.00 0.00 1.33 16.708 28.23 234.31 0.650 0.00 0.75 2.211 1.44 40.6 0.0 158.7 93.75 Top -Section 2 0.00 1.34 16.904 28.56 230.35 0.650 0.00 3.75 10.910 7.09 202.6 0.0 782.5 95.00 Appertunance(s) 0.00 1.35 16.968 28.67 232.40 0.650 0.00 1.25 3.582 2.33 66.8 0.0 115.2 100.0 0.00 1.37 17.219 29.10 226.93 0.650 0.00 5.00 14.054 9.14 265.8 0.0 452.0 105.0 0.00 1.39 17.461 29.50 221.29 0.650 0.00 5.00 13.617 8.85 261.2 0.0 437.8 110.0 0.00 1.41 17.694 29.90 215.49 0.650 0.00 5.00 13.179 8.57 256.2 0.0 423.6 115.0 0.00 1.42 17.920 30.28 209.55 0.650 0.00 5.00 12.742 8.28 250.8 0.0 409.5 120.0 Appertunance(s) 0.00 1.44 18.140 30.65 203.46 0.650 0.00 5.00 12.304 8.00 245.2 0.0 395.3 125.0 0.00 1.46 18.352 31.01 197.24 0.650 0.00 5.00 11.867 7.71 239.2 0.0 381.1 130.0 Appertunance(s) 0.00 1.48 18.559 31.36 190.90 0.650 0.00 5.00 11.429 7.43 233.0 0.0 366.9 135.0 0.00 1.49 18.760 31.70 184.44 0.650 0.00 5.00 10.992 7.14 226.5 0.0 352.8 135.7 Bot -Section 4 0.00 1.49 18.790 31.75 183.46 0.650 0.00 0.75 1.611 1.05 33.3 0.0 51.7 139.0 Top -Section 3 0.00 1.50 18.918 31.97 179.19 0.650 0.00 3.25 6.969 4.53 144.8 0.0 388.4 140.0 0.00 1.51 18.956 32.03 180.56 0.650 0.00 1.00 2.107 1.37 43.9 0.0 50.8 142.0 Appertunance(s) 0.00 1.51 19.033 32.16 177.91 0.650 0.00 2.00 4.162 2.71 87.0 0.0 100.4 145.0 0.00 1.52 19.147 32.35 173.90 0.650 0.00 3.00 6.111 3.97 128.5 0.0 147.4 148.0 Appertunance(s) 0.00 1.53 19.260 32.54 169.86 0.650 0.00 3.00 5.954 3.87 126.0 0.0 143.5 Totals: 148.00 7,864.7 0.0 20,698.9 Pole : 11/4/2009 10:04:18 AM Code: Page: 5 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 70.00 mph Wind with No Ice 24 Iterations (psf) Discrete Appurtenance Segment Forces Elev (ft) Description (sf) CaAa Factor (ft) Vert Ecc (ft) Wind FX (lb) Load (lb) qz (psf) (lb-ft) Mom (lb-ft) Y Mom CaAa Z Horiz Ecc Qty Total qzGh Dead 85.00 EMS RV65-18-02DP 9 16.438 27.779 0.73 28.62 0.000 0.000 795.02 0.00 0.00 162.00 85.00 T-Arm w/Working Pla 3 16.438 27.779 0.80 34.56 0.000 0.000 960.06 0.00 0.00 900.00 95.00 EMS FR90-16-XXDP 3 16.968 28.676 0.73 9.54 0.000 0.000 273.56 0.00 0.00 54.00 120.0 Round Low Profile Pl 1 18.140 30.656 1.00 21.70 0.000 0.000 665.23 0.00 0.00 1,500.00 120.0 CSA PCSX065-18-2H 3 18.140 30.656 0.83 12.23 0.000 0.000 374.80 0.00 0.00 0.00 39.60 120.0 Decibel DB846G90A-9 18.140 30.656 0.93 49.11 0.000 0.000 1,505.41 0.00 0.00 138.60 120.0 14" x 9" TTA 6 18.225 30.801 0.50 3.69 0.000 2.000 113.66 0.00 227.31 60.00 130.0 Powerwave TT19-2 18.559 31.365 0.50 0.64 0.000 0.000 20.07 0.00 0.00 32.00 130.0 Powerwave LGP17502 2 18.559 31.365 0.50 0.95 0.000 0.000 29.80 0.00 0.00 35.00 130.0 Ericsson KRY 112 81/4 18.559 31.365 0.50 2.40 0.000 0.000 75.28 0.00 0.00 68.00 130.0 Powerwave LGP17205 4 18.559 31.365 0.50 3.90 0.000 0.000 122.32 0.00 0.00 124.00 130.0 Powerwave LGP13513 4 18.559 31.365 0.50 1.40 0.000 0.000 43.91 0.00 0.00 44.00 130.0 Ericsson KRY 112 71/2 18.559 31.365 0.50 0.68 0.000 0.000 21.33 0.00 0.00 26.40 130.0 Powerwave 9 18.559 31.365 0.76 46.44 0.000 0.000 1,456.70 0.00 0.00 334.80 130.0 Flat Low Profile Pla 1 18.559 31.365 1.00 26.10 0.000 0.000 818.63 0.00 0.00 1,500.00 142.0 TTA 6 19.033 32.166 0.50 4.20 0.000 0.000 135.10 0.00 0.00 60.00 142.0 Antel BXA-80090/8CF 3 19.033 32.166 0.89 22.14 0.000 0.000 712.06 0.00 0.00 0.00 69.00 142.0 Antel BXA185063/8CF 3 19.033 32.166 0.81 7.22 0.000 0.000 232.15 0.00 0.00 30.00 142.0 Flat Low Profile Pla 1 19.033 32.166 1.00 26.10 0.000 0.000 839.54 0.00 0.00 1,500.00 148.0 RFS ATMAA1412D-6 19.334 32.674 0.50 3.51 0.000 2.000 114.69 0.00 229.37 78.00 148.0 RFS APL199014-42T2 6 19.334 32.674 1.00 12.54 0.000 2.000 409.73 0.00 819.46 36.00 148.0 RFS APXV18-206517S-3 19.334 32.674 0.80 12.38 0.000 2.000 404.63 0.00 809.27 79.20 148.0 Flat Low Profile Pla 1 19.260 32.549 1.00 26.10 0.000 0.000 849.53 0.00 0.00 1,500.00 10,973.19 8,370.60 Pole : 11/4/2009 10:04:18 AM Code: Page: 6 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 70.00 mph Wind with No Ice 24 Iterations (ft) Description To Wind (ft) (lb/ft) (sf/ft) (psf) (lb) (lb) Exposed Linear Appurtenance Segment Forces Elev Length F X Seg Top Weight CaAa qz Load Dead 10.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 12.544 21.20 12.30 10.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 12.544 0.00 0.90 10.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 12.544 21.20 24.60 10.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 12.544 21.20 36.90 15.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 12.544 21.20 12.30 15.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 12.544 0.00 0.90 15.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 12.544 21.20 24.60 15.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 12.544 21.20 36.90 20.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 12.544 21.20 12.30 20.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 12.544 0.00 0.90 20.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 12.544 21.20 24.60 20.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 12.544 21.20 36.90 25.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 12.544 21.20 12.30 25.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 12.544 0.00 0.90 25.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 12.544 21.20 24.60 25.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 12.544 21.20 36.90 30.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 12.544 21.20 12.30 30.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 12.544 0.00 0.90 30.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 12.544 21.20 24.60 30.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 12.544 21.20 36.90 35.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 12.757 21.56 12.30 35.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 12.757 0.00 0.90 35.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 12.757 21.56 24.60 35.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 12.757 21.56 36.90 40.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 13.253 22.40 12.30 40.00 (3) 1/4" 4" Coax Yes 5.00 0.18 0.00 13.253 0.00 0.90 40.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 13.253 22.40 24.60 40.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 13.253 22.40 36.90 44.00 (3) 1 5/8" Coax Yes 4.00 2.46 0.20 13.619 18.41 9.84 44.00 (3) 1/4" Coax Yes 4.00 0.18 0.00 13.619 0.00 0.72 44.00 (6) 1 5/8" Coax Yes 4.00 4.92 0.20 13.619 18.41 19.68 44.00 (9) 1 5/8" Coax Yes 4.00 7.38 0.20 13.619 18.41 29.52 45.00 (3) 1 5/8" Coax Yes 1.00 2.46 0.20 13.706 4.63 2.46 45.00 (3) 1/4" Coax Yes 1.00 0.18 0.00 13.706 0.00 0.18 45.00 (6) 1 5/8" Coax Yes 1.00 4.92 0.20 13.706 4.63 4.92 45.00 (9) 1 5/8" Coax Yes 1.00 7.38 0.20 13.706 4.63 7.38 49.50 (3) 1 5/8" Coax Yes 4.50 2.46 0.20 14.085 21.42 11.07 49.50 (3) 1/4" Coax Yes 4.50 0.18 0.00 14.085 0.00 0.81 49.50 (6) 1 5/8" Coax Yes 4.50 4.92 0.20 14.085 21.42 22.14 49.50 (9) 1 5/8" Coax Yes 4.50 7.38 0.20 14.085 21.42 33.21 50.00 (3) 1 5/8" Coax Yes 0.50 2.46 0.20 14.125 2.39 1.23 50.00 (3) 1/4" Coax Yes 0.50 0.18 0.00 14.125 0.00 0.09 50.00 (6) 1 5/8" Coax Yes 0.50 4.92 0.20 14.125 2.39 2.46 50.00 (9) 1 5/8" Coax Yes 0.50 7.38 0.20 14.125 2.39 3.69 55.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 14.515 24.53 12.30 55.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 14.515 0.00 0.90 55.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 14.515 24.53 24.60 55.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 14.515 24.53 36.90 60.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 14.881 25.15 12.30 60.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 14.881 0.00 0.90 60.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 14.881 25.15 24.60 Pole : 11/4/2009 10:04:18 AM Code: Page: 7 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 70.00 mph Wind with No Ice 24 Iterations 60.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 14.881 25.15 36.90 65.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 15.225 25.73 12.30 65.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 15.225 0.00 0.90 65.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 15.225 25.73 24.60 65.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 15.225 25.73 36.90 70.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 15.551 26.28 12.30 70.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 15.551 0.00 0.90 70.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 15.551 26.28 24.60 70.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 15.551 26.28 36.90 75.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 15.860 26.80 12.30 75.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 15.860 0.00 0.90 75.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 15.860 26.80 24.60 75.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 15.860 26.80 36.90 80.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 16.155 27.30 12.30 80.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 16.155 0.00 0.90 80.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 16.155 27.30 24.60 80.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 16.155 27.30 36.90 85.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 16.438 27.78 12.30 85.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 16.438 0.00 0.90 85.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 16.438 27.78 24.60 85.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 16.438 27.78 36.90 89.25 (3) 1 5/8" Coax Yes 4.25 2.46 0.20 16.668 23.94 10.45 89.25 (3) 1/4" Coax Yes 4.25 0.18 0.00 16.668 0.00 0.77 89.25 (6) 1 5/8" Coax Yes 4.25 4.92 0.20 16.668 23.94 20.91 90.00 (3) 1 5/8" Coax Yes 0.75 2.46 0.20 16.708 4.24 1.85 90.00 (3) 1/4" Coax Yes 0.75 0.18 0.00 16.708 0.00 0.14 90.00 (6) 1 5/8" Coax Yes 0.75 4.92 0.20 16.708 4.24 3.69 93.75 (3) 1 5/8" Coax Yes 3.75 2.46 0.20 16.904 21.43 9.23 93.75 (3) 1/4" Coax Yes 3.75 0.18 0.00 16.904 0.00 0.68 93.75 (6) 1 5/8" Coax Yes 3.75 4.92 0.20 16.904 21.43 18.45 95.00 (3) 1 5/8" Coax Yes 1.25 2.46 0.20 16.968 7.17 3.08 95.00 (3) 1/4" Coax Yes 1.25 0.18 0.00 16.968 0.00 0.23 95.00 (6) 1 5/8" Coax Yes 1.25 4.92 0.20 16.968 7.17 6.15 100.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 17.219 29.10 12.30 100.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 17.219 0.00 0.90 105.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 17.461 29.51 12.30 105.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 17.461 0.00 0.90 110.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 17.694 29.90 12.30 110.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 17.694 0.00 0.90 115.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 17.920 30.29 12.30 115.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 17.920 0.00 0.90 120.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 18.140 30.66 12.30 120.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 18.140 0.00 0.90 Totals: 1,404.15 1,336.80 Pole : 11/4/2009 10:04:18 AM Code: Page: 8 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 70.00 mph Wind with No Ice 24 Iterations Seg Elev (ft) FX (-) (lb) (lb) FY (-) MY (lb-ft) (lb-ft) MZ Applied Segment Forces SummaryLateral Axial Torsion Moment 0.00 0.00 0.00 0.00 0.00 5.00 301.74 1,057.04 0.00 0.00 10.00 359.31 1,270.53 0.00 0.00 15.00 353.28 1,249.27 0.00 0.00 20.00 347.26 1,228.00 0.00 0.00 25.00 341.23 1,206.74 0.00 0.00 30.00 335.20 1,185.48 0.00 0.00 35.00 334.75 1,164.22 0.00 0.00 40.00 341.40 1,142.95 0.00 0.00 44.00 275.95 899.05 0.00 0.00 45.00 69.56 371.30 0.00 0.00 49.50 318.29 1,651.54 0.00 0.00 50.00 35.13 95.98 0.00 0.00 55.00 357.14 950.10 0.00 0.00 60.00 358.98 932.38 0.00 0.00 65.00 359.97 914.66 0.00 0.00 70.00 360.20 896.94 0.00 0.00 75.00 359.75 879.23 0.00 0.00 80.00 358.68 861.51 0.00 0.00 85.00 2,112.12 1,905.79 0.00 0.00 89.25 277.51 671.92 0.00 0.00 90.00 49.06 188.39 0.00 0.00 93.75 245.44 931.19 0.00 0.00 95.00 354.66 218.77 0.00 0.00 100.0 294.93 625.63 0.00 0.00 105.0 290.68 611.45 0.00 0.00 110.0 286.07 597.28 0.00 0.00 115.0 281.11 583.10 0.00 0.00 120.0 2,934.92 2,307.13 0.00 227.31 125.0 239.23 504.65 0.00 0.00 130.0 2,821.05 2,654.68 0.00 0.00 135.0 226.52 434.06 0.00 0.00 135.7 33.25 63.89 0.00 0.00 139.0 144.82 441.26 0.00 0.00 140.0 43.88 67.08 0.00 0.00 142.0 2,005.86 1,791.89 0.00 0.00 145.0 128.54 181.38 0.00 0.00 148.0 1,904.54 1,870.76 0.00 1,858.10 Totals: 20,242.01 34,607.25 0.00 2,085.41 Pole : 11/4/2009 10:04:18 AM Code: Page: 9 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 70.00 mph Wind with No Ice 24 Iterations Calculated Shaft Forces and Deflections Seg Elev (ft) X Deflect Deflect Z (in) (in) FX (-) (kips) (kips) FY (-) FZ (kips) (ft-kips) MX MY (ft-kips) (ft-kips) MZ Deflect (in) Lateral Axial Lateral Moment Torsion Moment Total Rotation (deg) 0.00 -20.282 -34.583 0.000 0.000 0.000 -2,093.458 0.000 0.000 0.000 0.000 5.00 -20.057 -33.480 0.000 0.000 0.000 -1,992.049 -0.071 0.000 0.071 -0.132 10.00 -19.768 -32.165 0.000 0.000 0.000 -1,891.766 -0.281 0.000 0.281 -0.265 15.00 -19.481 -30.872 0.000 0.000 0.000 -1,792.926 -0.631 0.000 0.631 -0.400 20.00 -19.194 -29.601 0.000 0.000 0.000 -1,695.525 -1.123 0.000 1.123 -0.535 25.00 -18.908 -28.353 0.000 0.000 0.000 -1,599.558 -1.757 0.000 1.757 -0.672 30.00 -18.622 -27.127 0.000 0.000 0.000 -1,505.021 -2.535 0.000 2.535 -0.809 35.00 -18.332 -25.924 0.000 0.000 0.000 -1,411.911 -3.457 0.000 3.457 -0.947 40.00 -18.025 -24.748 0.000 0.000 0.000 -1,320.250 -4.523 0.000 4.523 -1.086 44.00 -17.760 -23.833 0.000 0.000 0.000 -1,248.152 -5.481 0.000 5.481 -1.198 45.00 -17.714 -23.440 0.000 0.000 0.000 -1,230.393 -5.736 0.000 5.736 -1.226 49.50 -17.385 -21.775 0.000 0.000 0.000 -1,150.680 -6.952 0.000 6.952 -1.351 50.00 -17.381 -21.653 0.000 0.000 0.000 -1,141.988 -7.094 0.000 7.094 -1.366 55.00 -17.057 -20.665 0.000 0.000 0.000 -1,055.085 -8.610 0.000 8.610 -1.524 60.00 -16.725 -19.698 0.000 0.000 0.000 -969.803 -10.291 0.000 10.291 -1.681 65.00 -16.388 -18.751 0.000 0.000 0.000 -886.178 -12.134 0.000 12.134 -1.836 70.00 -16.045 -17.824 0.000 0.000 0.000 -804.239 -14.140 0.000 14.140 -1.989 75.00 -15.698 -16.918 0.000 0.000 0.000 -724.014 -16.303 0.000 16.303 -2.138 80.00 -15.346 -16.033 0.000 0.000 0.000 -645.527 -18.622 0.000 18.622 -2.284 85.00 -13.189 -14.186 0.000 0.000 0.000 -568.797 -21.090 0.000 21.090 -2.425 89.25 -12.899 -13.511 0.000 0.000 0.000 -512.744 -23.301 0.000 23.301 -2.541 90.00 -12.855 -13.312 0.000 0.000 0.000 -503.070 -23.702 0.000 23.702 -2.562 93.75 -12.582 -12.378 0.000 0.000 0.000 -454.863 -25.755 0.000 25.755 -2.661 95.00 -12.237 -12.157 0.000 0.000 0.000 -439.136 -26.456 0.000 26.456 -2.694 100.0 -11.941 -11.516 0.000 0.000 0.000 -377.951 -29.357 0.000 29.357 -2.842 105.0 -11.645 -10.894 0.000 0.000 0.000 -318.247 -32.408 0.000 32.408 -2.980 110.0 -11.349 -10.289 0.000 0.000 0.000 -260.024 -35.597 0.000 35.597 -3.106 115.0 -11.054 -9.702 0.000 0.000 0.000 -203.280 -38.911 0.000 38.911 -3.218 120.0 -8.003 -7.554 0.000 0.000 0.000 -147.786 -42.333 0.000 42.333 -3.312 125.0 -7.743 -7.055 0.000 0.000 0.000 -107.771 -45.843 0.000 45.843 -3.388 130.0 -4.773 -4.570 0.000 0.000 0.000 -69.057 -49.424 0.000 49.424 -3.447 135.0 -4.522 -4.148 0.000 0.000 0.000 -45.194 -53.057 53.057 0.000 53.057 -3.490 135.7 -4.486 -4.086 0.000 0.000 0.000 -41.803 -53.605 0.000 53.605 -3.496 139.0 -4.315 -3.653 0.000 0.000 0.000 -27.224 -55.991 0.000 55.991 -3.515 140.0 -4.268 -3.588 0.000 0.000 0.000 -22.909 -56.727 0.000 56.727 -3.520 142.0 -2.156 -1.923 0.000 0.000 0.000 -14.374 -58.203 0.000 58.203 -3.529 145.0 -2.016 -1.750 0.000 0.000 0.000 -7.907 -60.422 0.000 60.422 -3.537 148.0 -1.904 0.000 0.000 0.000 0.000 -1.858 -62.645 0.000 62.645 -3.541 Pole : 11/4/2009 10:04:18 AM Code: Page: 10 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 70.00 mph Wind with No Ice 24 Iterations (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Calculated Stresses Seg Elev (ft) Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Applied Stresses Allowable Stress (Fb) Stress Ratio 0.00 0.55 0.65 0.00 0.00 0.00 30.75 31.32 52.0 0.0 0.603 5.00 0.54 0.66 0.00 0.00 0.00 30.47 31.03 52.0 0.0 0.597 10.00 0.53 0.66 0.00 0.00 0.00 30.15 30.71 52.0 0.0 0.591 15.00 0.52 0.67 0.00 0.00 0.00 29.81 30.35 52.0 0.0 0.584 20.00 0.51 0.67 0.00 0.00 0.00 29.42 29.96 52.0 0.0 0.576 25.00 0.50 0.67 0.00 0.00 0.00 29.01 29.53 52.0 0.0 0.568 30.00 0.49 0.68 0.00 0.00 0.00 28.55 29.06 52.0 0.0 0.559 35.00 0.48 0.68 0.00 0.00 0.00 28.04 28.54 52.0 0.0 0.549 40.00 0.47 0.69 0.00 0.00 0.00 27.48 27.98 52.0 0.0 0.538 44.00 0.46 0.69 0.00 0.00 0.00 27.00 27.49 52.0 0.0 0.529 45.00 0.46 0.69 0.00 0.00 0.00 26.87 27.36 52.0 0.0 0.526 49.50 0.51 0.82 0.00 0.00 0.00 30.48 31.02 52.0 0.0 0.597 50.00 0.51 0.82 0.00 0.00 0.00 30.40 30.94 52.0 0.0 0.595 55.00 0.50 0.83 0.00 0.00 0.00 29.52 30.05 52.0 0.0 0.578 60.00 0.49 0.83 0.00 0.00 0.00 28.55 29.08 52.0 0.0 0.559 65.00 0.48 0.84 0.00 0.00 0.00 27.49 28.01 52.0 0.0 0.539 70.00 0.46 0.84 0.00 0.00 0.00 26.33 26.83 52.0 0.0 0.516 75.00 0.45 0.85 0.00 0.00 0.00 25.05 25.54 52.0 0.0 0.491 80.00 0.44 0.85 0.00 0.00 0.00 23.64 24.13 52.0 0.0 0.464 85.00 0.40 0.75 0.00 0.00 0.00 22.08 22.52 52.0 0.0 0.433 89.25 0.39 0.76 0.00 0.00 0.00 20.95 21.38 52.0 0.0 0.411 90.00 0.39 0.76 0.00 0.00 0.00 20.74 21.17 52.0 0.0 0.407 93.75 0.46 0.93 0.00 0.00 0.00 23.71 24.22 48.0 0.0 0.505 95.00 0.45 0.91 0.00 0.00 0.00 23.25 23.75 48.0 0.0 0.495 100.00 0.44 0.92 0.00 0.00 0.00 21.31 21.81 48.0 48.0 0.0 0.455 105.00 0.43 0.93 0.00 0.00 0.00 19.15 19.65 48.0 0.0 0.409 110.00 0.42 0.93 0.00 0.00 0.00 16.73 17.23 48.0 0.0 0.359 115.00 0.41 0.94 0.00 0.00 0.00 14.02 14.53 48.0 0.0 0.303 120.00 0.33 0.71 0.00 0.00 0.00 10.96 11.35 48.0 0.0 0.237 125.00 0.32 0.71 0.00 0.00 0.00 8.61 9.02 48.0 0.0 0.188 130.00 0.22 0.45 0.00 0.00 0.00 5.96 6.23 48.0 0.0 0.130 135.00 0.20 0.45 0.00 0.00 0.00 4.23 4.50 48.0 0.0 0.094 135.75 0.20 0.45 0.00 0.00 0.00 3.96 4.24 48.0 0.0 0.088 139.00 0.24 0.58 0.00 0.00 0.00 3.50 3.87 48.0 0.0 0.081 140.00 0.24 0.58 0.00 0.00 0.00 2.99 3.39 48.0 0.0 0.071 142.00 0.13 0.30 0.00 0.00 0.00 1.94 2.14 48.0 0.0 0.045 145.00 0.12 0.29 0.00 0.00 0.00 1.13 1.34 48.0 0.0 0.028 148.00 0.00 0.28 0.00 0.00 0.00 0.28 0.55 48.0 0.0 0.012 Pole : 11/4/2009 10:04:18 AM Code: Page: 11 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.62 mph Wind with Ice 24 Iterations Description Elev Seg Top (lb) Tributary (ft) Kz (mph-ft) (ft) qz (psf) C Cf Aa (sf) CfAa (sf) (lb) Wind Load (lb) Shaft Segment Forces Force X Dead qzGh Load Ice (psf) Ice Tot Dead (in) Thick 0.00 0.00 1.00 9.407 15.89 268.14 0.650 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 9.407 15.89 262.83 0.650 0.50 5.00 22.314 14.50 230.6 162.1 1,218.7 10.00 0.00 1.00 9.407 15.89 257.53 0.650 0.50 5.00 21.877 14.22 226.1 158.9 1,194.2 15.00 0.00 1.00 9.407 15.89 252.22 0.650 0.50 5.00 21.439 13.94 221.6 155.6 1,169.7 20.00 0.00 1.00 9.407 15.89 246.92 0.650 0.50 5.00 21.002 13.65 217.0 152.4 1,145.2 25.00 0.00 1.00 9.407 15.89 241.62 0.650 0.50 5.00 20.564 13.37 212.5 149.1 1,120.7 30.00 0.00 1.00 9.407 15.89 236.31 0.650 0.50 5.00 20.127 13.08 208.0 145.9 1,096.2 35.00 0.00 1.01 9.567 16.16 232.96 0.650 0.50 5.00 19.689 12.80 206.9 142.7 1,071.7 40.00 0.00 1.05 9.939 16.79 231.99 0.650 0.50 5.00 19.252 12.51 210.2 139.4 1,047.2 44.00 Bot -Section 2 0.00 1.08 10.213 17.26 230.75 0.650 0.50 4.00 15.087 9.81 169.3 109.5 820.4 45.00 0.00 1.09 10.279 17.37 230.38 0.650 0.50 1.00 3.780 2.46 42.7 27.6 351.9 49.50 Top -Section 1 0.00 1.12 10.563 17.85 228.48 0.650 0.50 4.50 16.793 10.92 194.9 121.7 1,561.6 50.00 0.00 1.12 10.593 17.90 231.60 0.650 0.50 0.50 1.844 1.20 21.5 13.5 86.0 55.00 0.00 1.15 10.886 18.39 229.07 0.650 0.50 5.00 18.200 11.83 217.6 131.6 846.6 60.00 0.00 1.18 11.160 18.86 226.16 0.650 0.50 5.00 17.762 11.55 217.7 128.4 825.6 65.00 0.00 1.21 11.418 19.29 222.91 0.650 0.50 5.00 17.325 11.26 217.3 125.1 804.7 70.00 0.00 1.24 11.662 19.70 219.38 0.650 0.50 5.00 16.887 10.98 216.3 121.9 783.7 75.00 0.00 1.26 11.894 20.10 215.59 0.650 0.50 5.00 16.450 10.69 214.9 118.7 762.7 80.00 0.00 1.28 12.116 20.47 211.57 0.650 0.50 5.00 16.012 10.41 213.1 115.4 741.8 85.00 Appertunance(s) 0.00 1.31 12.327 20.83 207.34 0.650 0.50 5.00 15.575 10.12 210.9 112.2 720.8 89.25 Bot -Section 3 0.00 1.32 12.500 21.12 203.59 0.650 0.50 4.25 12.895 8.38 177.1 93.0 596.4 90.00 0.00 1.33 12.530 21.17 202.91 0.650 0.50 0.75 2.274 1.48 31.3 16.6 175.2 93.75 Top -Section 2 0.00 1.34 12.677 21.42 199.48 0.650 0.50 3.75 11.222 7.29 156.3 81.0 863.5 95.00 Appertunance(s) 0.00 1.35 12.725 21.50 201.26 0.650 0.50 1.25 3.686 2.40 51.5 26.8 142.0 100.0 0.00 1.37 12.913 21.82 196.52 0.650 0.50 5.00 14.471 9.41 205.3 104.0 556.0 105.0 0.00 1.39 13.095 22.13 191.64 0.650 0.50 5.00 14.033 9.12 201.9 100.8 538.6 110.0 0.00 1.41 13.270 22.42 186.62 0.650 0.50 5.00 13.596 8.84 198.2 97.5 521.2 115.0 0.00 1.42 13.439 22.71 181.47 0.650 0.50 5.00 13.158 8.55 194.3 94.3 503.7 120.0 Appertunance(s) 0.00 1.44 13.604 22.99 176.19 0.650 0.50 5.00 12.721 8.27 190.1 91.0 486.3 125.0 0.00 1.46 13.763 23.26 170.81 0.650 0.50 5.00 12.283 7.98 185.7 87.8 468.9 130.0 Appertunance(s) 0.00 1.48 13.919 23.52 165.32 0.650 0.50 5.00 11.846 7.70 181.1 84.6 451.5 135.0 0.00 1.49 14.069 23.77 159.72 0.650 0.50 5.00 11.408 7.42 176.3 81.3 434.1 135.7 Bot -Section 4 0.00 1.49 14.092 23.81 158.88 0.650 0.50 0.75 1.674 1.09 25.9 12.1 63.8 139.0 Top -Section 3 0.00 1.50 14.187 23.97 155.18 0.650 0.50 3.25 7.240 4.71 112.8 51.9 440.3 140.0 0.00 1.51 14.216 24.02 156.36 0.650 0.50 1.00 2.190 1.42 34.2 15.8 66.7 142.0 Appertunance(s) 0.00 1.51 14.274 24.12 154.07 0.650 0.50 2.00 4.328 2.81 67.9 31.2 131.5 145.0 0.00 1.52 14.360 24.26 150.60 0.650 0.50 3.00 6.361 4.13 100.3 45.6 193.0 148.0 Appertunance(s) 0.00 1.53 14.444 24.41 147.09 0.650 0.50 3.00 6.204 4.03 98.4 44.4 188.0 Totals: 148.00 6,057.7 3,491.4 24,190.3 Pole : 11/4/2009 10:04:18 AM Code: Page: 12 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.62 mph Wind with Ice 24 Iterations (psf) Discrete Appurtenance Segment Forces Elev (ft) Description (sf) CaAa Factor (ft) Vert Ecc (ft) Wind FX (lb) Load (lb) qz (psf) (lb-ft) Mom (lb-ft) Y Mom CaAa Z Horiz Ecc Qty Total qzGh Dead 85.00 EMS RV65-18-02DP 9 12.327 20.833 0.75 33.67 0.000 0.000 701.44 0.00 0.00 363.76 85.00 T-Arm w/Working Pla 3 12.327 20.833 0.80 46.08 0.000 0.000 959.99 0.00 0.00 1,245.00 95.00 EMS FR90-16-XXDP 3 12.725 21.506 0.75 11.22 0.000 0.000 241.36 0.00 0.00 121.25 120.0 Round Low Profile Pl 1 13.604 22.990 1.00 27.20 0.000 0.000 625.34 0.00 0.00 1,700.00 120.0 CSA PCSX065-18-2H 3 13.604 22.990 0.83 14.37 0.000 0.000 330.31 0.00 0.00 120.00 120.0 Decibel DB846G90A-9 13.604 22.990 0.93 56.01 0.000 0.000 1,287.74 0.00 0.00 141.79 120.0 14" x 9" TTA 6 13.668 23.099 0.50 4.38 0.000 2.000 101.17 0.00 202.35 120.00 130.0 Powerwave TT19-2 13.919 23.522 0.50 0.82 0.000 0.000 19.29 0.00 0.00 43.60 130.0 Powerwave LGP17502 2 13.919 23.522 0.50 1.17 0.000 0.000 27.52 0.00 0.00 46.60 130.0 Ericsson KRY 112 81/4 13.919 23.522 0.50 2.84 0.000 0.000 66.80 0.00 0.00 99.60 130.0 Powerwave LGP17205 4 13.919 23.522 0.50 4.46 0.000 0.000 104.91 0.00 0.00 168.00 130.0 Powerwave LGP13513 4 13.919 23.522 0.50 1.80 0.000 0.000 42.34 0.00 0.00 80.00 130.0 Ericsson KRY 112 71/2 13.919 23.522 0.50 0.87 0.000 0.000 20.46 0.00 0.00 36.76 130.0 Powerwave 9 13.919 23.522 0.76 51.51 0.000 0.000 1,211.52 0.00 0.00 670.50 130.0 Flat Low Profile Pla 1 13.919 23.522 1.00 31.60 0.000 0.000 743.30 0.00 0.00 1,700.00 142.0 TTA 6 14.274 24.123 0.50 4.92 0.000 0.000 118.69 0.00 0.00 108.00 142.0 Antel BXA-80090/8CF 3 14.274 24.123 0.89 24.51 0.000 0.000 591.27 0.00 0.00 211.19 142.0 Antel BXA185063/8CF 3 14.274 24.123 0.81 8.31 0.000 0.000 200.48 0.00 0.00 81.90 142.0 Flat Low Profile Pla 1 14.274 24.123 1.00 31.60 0.000 0.000 762.29 0.00 0.00 1,700.00 148.0 RFS ATMAA1412D-6 14.499 24.504 0.50 4.17 0.000 2.000 102.18 0.00 204.36 123.60 148.0 RFS APL199014-42T2 6 14.499 24.504 1.00 16.02 0.000 2.000 392.55 0.00 785.11 124.86 148.0 RFS APXV18-206517S-3 14.499 24.504 0.80 14.04 0.000 2.000 344.04 0.00 688.07 159.39 148.0 Flat Low Profile Pla 1 14.444 24.410 1.00 31.60 0.000 0.000 771.36 0.00 0.00 1,700.00 9,766.37 10,865.80 Pole : 11/4/2009 10:04:18 AM Code: Page: 13 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.62 mph Wind with Ice 24 Iterations (ft) Description To Wind (ft) (lb/ft) (sf/ft) (psf) (lb) (lb) Exposed Linear Appurtenance Segment Forces Elev Length F X Seg Top Weight CaAa qz Load Dead 10.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 9.407 23.85 35.00 10.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 9.407 0.00 26.70 10.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 9.407 23.85 70.00 10.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 9.407 23.85 105.05 15.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 9.407 23.85 35.00 15.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 9.407 0.00 26.70 15.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 9.407 23.85 70.00 15.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 9.407 23.85 105.05 20.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 9.407 23.85 35.00 20.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 9.407 0.00 26.70 20.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 9.407 23.85 70.00 20.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 9.407 23.85 105.05 25.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 9.407 23.85 35.00 25.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 9.407 0.00 26.70 25.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 9.407 23.85 70.00 25.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 9.407 23.85 105.05 30.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 9.407 23.85 35.00 30.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 9.407 0.00 26.70 30.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 9.407 23.85 70.00 30.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 9.407 23.85 105.05 35.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 9.567 24.25 35.00 35.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 9.567 0.00 26.70 35.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 9.567 24.25 70.00 35.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 9.567 24.25 105.05 40.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 9.939 25.20 35.00 40.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 9.939 0.00 26.70 40.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 9.939 25.20 70.00 40.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 9.939 25.20 105.05 44.00 (3) 1 5/8" Coax Yes 4.00 7.00 0.30 10.213 20.71 28.00 44.00 (3) 1/4" Coax Yes 4.00 5.34 0.00 10.213 0.00 21.36 44.00 (6) 1 5/8" Coax Yes 4.00 14.00 0.30 10.213 20.71 56.00 44.00 (9) 1 5/8" Coax Yes 4.00 21.01 0.30 10.213 20.71 84.04 45.00 (3) 1 5/8" Coax Yes 1.00 7.00 0.30 10.279 5.21 7.00 45.00 (3) 1/4" Coax Yes 1.00 5.34 0.00 10.279 0.00 5.34 45.00 (6) 1 5/8" Coax Yes 1.00 14.00 0.30 10.279 5.21 14.00 45.00 (9) 1 5/8" Coax Yes 1.00 21.01 0.30 10.279 5.21 21.01 49.50 (3) 1 5/8" Coax Yes 4.50 7.00 0.30 10.563 24.10 31.50 49.50 (3) 1/4" Coax Yes 4.50 5.34 0.00 10.563 0.00 24.03 49.50 (6) 1 5/8" Coax Yes 4.50 14.00 0.30 10.563 24.10 63.00 49.50 (9) 1 5/8" Coax Yes 4.50 21.01 0.30 10.563 24.10 94.54 50.00 (3) 1 5/8" Coax Yes 0.50 7.00 0.30 10.593 2.69 3.50 50.00 (3) 1/4" Coax Yes 0.50 5.34 0.00 10.593 0.00 2.67 50.00 (6) 1 5/8" Coax Yes 0.50 14.00 0.30 10.593 2.69 7.00 50.00 (9) 1 5/8" Coax Yes 0.50 21.01 0.30 10.593 2.69 10.51 55.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 10.886 27.60 35.00 55.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 10.886 0.00 26.70 55.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 10.886 27.60 70.00 55.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 10.886 27.60 105.05 60.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 11.160 28.29 35.00 60.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 11.160 0.00 26.70 60.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 11.160 28.29 70.00 Pole : 11/4/2009 10:04:19 AM Code: Page: 14 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.62 mph Wind with Ice 24 Iterations 60.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 11.160 28.29 105.05 65.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 11.418 28.94 35.00 65.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 11.418 0.00 26.70 65.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 11.418 28.94 70.00 65.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 11.418 28.94 105.05 70.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 11.662 29.56 35.00 70.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 11.662 0.00 26.70 70.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 11.662 29.56 70.00 70.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 11.662 29.56 105.05 75.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 11.894 30.15 35.00 75.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 11.894 0.00 26.70 75.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 11.894 30.15 70.00 75.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 11.894 30.15 105.05 80.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 12.116 30.71 35.00 80.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 12.116 0.00 26.70 80.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 12.116 30.71 70.00 80.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 12.116 30.71 105.05 85.00 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 12.327 31.25 35.00 85.00 (3) 1/4" Coax Yes 5.00 5.34 0.00 12.327 0.00 26.70 85.00 (6) 1 5/8" Coax Yes 5.00 14.00 0.30 12.327 31.25 70.00 85.00 (9) 1 5/8" Coax Yes 5.00 21.01 0.30 12.327 31.25 105.05 89.25 (3) 1 5/8" Coax Yes 4.25 7.00 0.30 12.500 26.94 29.75 89.25 (3) 1/4" Coax Yes 4.25 5.34 0.00 12.500 0.00 22.69 89.25 (6) 1 5/8" Coax Yes 4.25 14.00 0.30 12.500 26.94 59.50 90.00 (3) 1 5/8" Coax Yes 0.75 7.00 0.30 12.530 4.76 5.25 90.00 (3) 1/4" Coax Yes 0.75 5.34 0.00 12.530 0.00 4.01 90.00 (6) 1 5/8" Coax Yes 0.75 14.00 0.30 12.530 4.76 10.50 93.75 (3) 1 5/8" Coax Yes 3.75 7.00 7.00 0.30 12.677 24.10 26.25 93.75 (3) 1/4" Coax Yes 3.75 5.34 0.00 12.677 0.00 20.03 93.75 (6) 1 5/8" Coax Yes 3.75 14.00 0.30 12.677 24.10 52.50 95.00 (3) 1 5/8" Coax Yes 1.25 7.00 0.30 12.725 8.06 8.75 95.00 (3) 1/4" Coax Yes 1.25 5.34 0.00 12.725 0.00 6.68 95.00 (6) 1 5/8" Coax Yes 1.25 14.00 0.30 12.725 8.06 17.50 100.0 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 12.913 32.74 35.00 100.0 (3) 1/4" Coax Yes 5.00 5.34 0.00 12.913 0.00 26.70 105.0 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 13.095 33.19 35.00 105.0 (3) 1/4" Coax Yes 5.00 5.34 0.00 13.095 0.00 26.70 110.0 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 13.270 33.64 35.00 110.0 (3) 1/4" Coax Yes 5.00 5.34 0.00 13.270 0.00 26.70 115.0 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 13.439 34.07 35.00 115.0 (3) 1/4" Coax Yes 5.00 5.34 0.00 13.439 0.00 26.70 120.0 (3) 1 5/8" Coax Yes 5.00 7.00 0.30 13.604 34.49 35.00 120.0 (3) 1/4" Coax Yes 5.00 5.34 0.00 13.604 0.00 26.70 Totals: 1,579.57 4,359.90 Pole : 11/4/2009 10:04:19 AM Code: Page: 15 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.62 mph Wind with Ice 24 Iterations Seg Elev (ft) FX (-) (lb) (lb) FY (-) MY (lb-ft) (lb-ft) MZ Applied Segment Forces SummaryLateral Axial Torsion Moment 0.00 0.00 0.00 0.00 0.00 5.00 230.60 1,219.13 0.00 0.00 10.00 297.62 1,591.43 0.00 0.00 15.00 293.10 1,566.93 0.00 0.00 20.00 288.58 1,542.43 0.00 0.00 25.00 284.06 1,517.92 0.00 0.00 30.00 279.54 1,493.42 0.00 0.00 35.00 279.68 1,468.92 0.00 0.00 40.00 285.78 1,444.42 0.00 0.00 44.00 231.40 1,138.15 0.00 0.00 45.00 58.32 431.33 0.00 0.00 49.50 267.16 1,919.05 0.00 0.00 50.00 29.51 125.68 0.00 0.00 55.00 300.42 1,243.77 0.00 0.00 60.00 302.62 1,222.81 0.00 0.00 65.00 304.13 1,201.85 0.00 0.00 70.00 305.03 1,180.89 0.00 0.00 75.00 305.39 1,159.94 0.00 0.00 80.00 305.25 1,138.98 0.00 0.00 85.00 1,966.09 2,726.78 0.00 0.00 89.25 230.94 844.75 0.00 0.00 90.00 40.83 219.05 0.00 0.00 93.75 204.49 1,082.66 0.00 0.00 95.00 309.01 336.31 0.00 0.00 100.0 238.01 778.13 0.00 0.00 105.0 235.06 760.72 0.00 0.00 110.0 231.82 743.30 0.00 0.00 115.0 228.33 725.89 0.00 0.00 120.0 2,569.15 2,790.26 0.00 202.35 125.0 185.71 592.46 0.00 0.00 130.0 2,417.27 3,420.10 0.00 0.00 135.0 176.32 515.38 0.00 0.00 135.7 25.91 76.01 0.00 0.00 139.0 112.83 493.19 0.00 0.00 140.0 34.21 82.93 0.00 0.00 142.0 1,740.60 2,265.16 0.00 0.00 145.0 100.34 226.99 0.00 0.00 148.0 1,708.56 2,329.84 0.00 1,677.54 Totals: 17,403.65 43,616.97 0.00 1,879.89 Pole : 11/4/2009 10:04:19 AM Code: Page: 16 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.62 mph Wind with Ice 24 Iterations Calculated Shaft Forces and Deflections Seg Elev (ft) X Deflect Deflect Z (in) (in) FX (-) (kips) (kips) FY (-) FZ (kips) (ft-kips) MX MY (ft-kips) (ft-kips) MZ Deflect (in) Lateral Axial Lateral Moment Torsion Moment Total Rotation (deg) 0.00 -17.448 -43.599 0.000 0.000 0.000 -1,826.075 0.000 0.000 0.000 0.000 5.00 -17.302 -42.345 0.000 0.000 0.000 -1,738.837 -0.062 0.000 0.062 -0.115 10.00 -17.083 -40.720 0.000 0.000 0.000 -1,652.330 -0.245 0.000 0.245 -0.232 15.00 -16.862 -39.120 0.000 0.000 0.000 -1,566.919 -0.551 0.000 0.551 -0.349 20.00 -16.641 -37.545 0.000 0.000 0.000 -1,482.611 -0.980 0.000 0.980 -0.468 25.00 --16.418 -35.995 0.000 0.000 0.000 -1,399.410 -1.534 0.000 1.534 -0.587 30.00 -16.194 -34.471 0.000 0.000 0.000 -1,317.323 -2.214 0.000 2.214 -0.707 35.00 -15.964 -32.973 0.000 0.000 0.000 -1,236.354 -3.019 0.000 3.019 -0.828 40.00 -15.716 -31.503 0.000 0.000 0.000 -1,156.534 -3.952 0.000 3.952 -0.949 44.00 -15.497 -30.352 0.000 0.000 0.000 -1,093.670 -4.790 0.000 4.790 -1.047 45.00 -15.467 -29.904 0.000 0.000 0.000 -1,078.173 -5.012 0.000 5.012 -1.072 49.50 -15.191 -27.974 0.000 0.000 0.000 -1,008.575 -6.076 0.000 6.076 -1.182 50.00 -15.196 -27.829 0.000 0.000 0.000 -1,000.979 -6.201 0.000 6.201 -1.195 55.00 -14.933 -26.556 0.000 0.000 0.000 -924.999 -7.527 0.000 7.527 -1.333 60.00 -14.661 -25.306 0.000 0.000 0.000 -850.337 -8.997 0.000 8.997 -1.471 65.00 -14.381 -24.079 0.000 0.000 0.000 -777.035 -10.611 0.000 10.611 -1.607 70.00 -14.095 -22.875 0.000 0.000 0.000 -705.131 -12.366 0.000 12.366 -1.741 75.00 -13.802 -21.694 0.000 0.000 0.000 -634.658 -14.260 0.000 14.260 -1.872 80.00 -13.503 -20.537 0.000 0.000 0.000 -565.650 -16.290 0.000 16.290 -2.000 85.00 -11.475 -17.860 0.000 0.000 0.000 -498.134 -18.451 0.000 18.451 -2.123 89.25 -11.230 -17.013 0.000 0.000 0.000 -449.364 -20.388 0.000 20.388 -2.225 90.00 -11.196 -16.786 0.000 0.000 0.000 -440.942 -20.739 0.000 20.739 -2.243 93.75 -10.965 -15.701 0.000 0.000 0.000 -398.956 -22.536 0.000 22.536 -2.330 95.00 -10.664 -15.363 0.000 0.000 0.000 -385.251 -23.150 0.000 23.150 -2.359 100.0 -10.425 -14.572 0.000 0.000 0.000 -331.932 -25.691 0.000 25.691 -2.489 105.0 -10.184 -13.802 0.000 0.000 0.000 -279.808 -28.363 0.000 28.363 -2.610 110.0 -9.942 -13.052 0.000 0.000 0.000 -228.887 -31.157 0.000 31.157 -2.721 115.0 -9.699 -12.323 0.000 0.000 0.000 -179.177 -34.061 0.000 34.061 -2.820 120.0 -7.006 -9.656 0.000 0.000 0.000 -130.483 -37.060 0.000 37.060 -2.903 125.0 -6.799 -9.066 0.000 0.000 0.000 -95.454 -40.136 0.000 40.136 -2.970 130.0 -4.211 -5.774 0.000 0.000 0.000 -61.458 -43.276 0.000 43.276 -3.023 135.0 -4.010 -5.267 0.000 0.000 0.000 -40.403 -46.462 0.000 46.462 -3.061 135.7 -3.981 -5.192 0.000 0.000 0.000 -37.395 -46.943 0.000 46.943 -3.066 139.0 -3.842 -4.705 0.000 0.000 0.000 -24.458 -49.035 0.000 49.035 -3.083 140.0 -3.804 -4.623 0.000 0.000 0.000 -20.616 -49.681 0.000 49.681 -3.087 142.0 -1.944 -2.455 0.000 0.000 0.000 -13.008 -50.976 0.000 50.976 -3.095 145.0 -1.832 -2.234 0.000 0.000 0.000 -7.174 -52.923 0.000 52.923 -3.103 148.0 -1.709 0.000 0.000 0.000 0.000 -1.678 -54.873 0.000 54.873 -3.107 Pole : 11/4/2009 10:04:19 AM Code: Page: 17 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.62 mph Wind with Ice 24 Iterations (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Calculated Stresses Seg Elev (ft) Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Applied Stresses Allowable Stress (Fb) Stress Ratio 0.00 0.70 0.56 0.00 0.00 0.00 26.82 27.54 52.0 0.0 0.530 5.00 0.69 0.57 0.00 0.00 0.00 26.60 27.30 52.0 0.0 0.525 10.00 0.68 0.57 0.00 0.00 0.00 26.34 27.03 52.0 0.0 0.520 15.00 0.66 0.58 0.00 0.00 0.00 26.05 26.73 52.0 0.0 0.514 20.00 0.65 0.58 0.00 0.00 0.00 25.73 26.40 52.0 0.0 0.508 25.00 0.64 0.59 0.00 0.00 0.00 25.38 26.03 52.0 0.0 0.501 30.00 0.62 0.59 0.00 0.00 0.00 24.99 25.63 52.0 0.0 0.493 35.00 0.61 0.60 0.00 0.00 0.00 24.55 25.18 52.0 0.0 0.485 40.00 0.60 0.60 0.00 0.00 0.00 24.07 24.69 52.0 0.0 0.475 44.00 0.59 0.60 0.00 0.00 0.00 23.66 24.27 52.0 0.0 0.467 45.00 0.58 0.61 0.00 0.00 0.00 23.55 24.15 52.0 0.0 0.465 49.50 0.66 0.72 0.00 0.00 0.00 26.72 27.40 52.0 0.0 0.527 50.00 0.65 0.72 0.00 0.00 0.00 26.65 27.33 52.0 0.0 0.526 55.00 0.64 0.73 0.00 0.00 0.00 25.88 26.55 52.0 0.0 0.511 60.00 0.63 0.73 0.00 0.00 0.00 25.04 25.69 52.0 0.0 0.494 65.00 0.61 0.74 0.00 0.00 0.00 24.11 24.75 52.0 0.0 0.476 70.00 0.60 0.74 0.00 0.00 0.00 23.08 23.72 52.0 0.0 0.456 75.00 0.58 0.75 0.00 0.00 0.00 21.96 22.58 52.0 0.0 0.434 80.00 0.57 0.75 0.00 0.00 0.00 20.71 21.32 52.0 0.0 0.410 85.00 0.51 0.66 0.00 0.00 0.00 19.34 19.88 52.0 0.0 0.382 89.25 0.50 0.66 0.00 0.00 0.00 18.36 18.89 52.0 0.0 0.363 90.00 0.49 0.66 0.00 0.00 0.00 18.18 18.71 52.0 0.0 0.360 93.75 0.58 0.81 0.00 0.00 0.00 20.80 21.42 48.0 0.0 0.447 95.00 0.57 0.80 0.00 0.00 0.00 20.40 21.01 48.0 0.0 0.438 100.00 0.56 0.80 0.00 0.00 0.00 18.72 19.32 48.0 0.0 0.403 105.00 0.55 0.81 0.00 0.00 0.00 16.84 17.44 48.0 0.0 0.363 110.00 0.53 0.82 0.00 0.00 0.00 14.73 15.33 48.0 0.0 0.319 115.00 0.52 0.83 0.00 0.00 0.00 12.36 12.96 48.0 0.0 0.270 120.00 0.42 0.62 0.00 0.00 0.00 9.67 10.15 48.0 0.0 0.212 125.00 0.41 0.62 0.00 0.00 0.00 7.63 8.11 48.0 0.0 0.169 130.00 0.27 0.40 0.00 0.00 0.00 5.31 5.62 48.0 0.0 0.117 135.00 0.26 0.40 0.00 0.00 0.00 3.78 4.10 48.0 0.0 0.085 135.75 0.26 0.40 0.00 0.00 0.00 3.54 3.86 48.0 0.0 0.081 139.00 0.31 0.52 0.00 0.00 0.00 3.14 3.57 48.0 0.0 0.074 140.00 0.31 0.52 0.00 0.00 0.00 2.69 3.14 48.0 0.0 0.065 142.00 0.17 0.27 0.00 0.00 0.00 1.76 1.98 48.0 0.0 0.041 145.00 0.16 0.26 0.00 0.00 0.00 1.02 1.26 48.0 0.0 0.026 148.00 0.00 0.25 0.00 0.00 0.00 0.25 0.50 48.0 0.0 0.010 Pole : 11/4/2009 10:04:19 AM Code: Page: 18 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 23 Iterations Description Elev Seg Top (lb) Tributary (ft) Kz (mph-ft) (ft) qz (psf) C Cf Aa (sf) CfAa (sf) (lb) Wind Load (lb) Shaft Segment Forces Force X Dead qzGh Load Ice (psf) Ice Tot Dead (in) Thick 0.00 0.00 1.00 6.400 10.81 221.16 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 6.400 10.81 216.79 0.650 0.00 5.00 21.898 14.23 154.0 0.0 1,056.6 10.00 0.00 1.00 6.400 10.81 212.41 0.650 0.00 5.00 21.460 13.95 150.9 0.0 1,035.4 15.00 0.00 1.00 6.400 10.81 208.04 0.650 0.00 5.00 21.023 13.66 147.8 0.0 1,014.1 20.00 0.00 1.00 6.400 10.81 203.66 0.650 0.00 5.00 20.585 13.38 144.7 0.0 992.9 25.00 0.00 1.00 6.400 10.81 199.29 0.650 0.00 5.00 20.148 13.10 141.6 0.0 971.6 30.00 0.00 1.00 6.400 10.81 194.91 0.650 0.00 5.00 19.710 12.81 138.6 0.0 950.3 35.00 0.00 1.01 6.509 10.99 192.14 0.650 0.00 5.00 19.273 12.53 137.8 0.0 929.1 40.00 0.00 1.05 6.762 11.42 191.35 0.650 0.00 5.00 18.835 12.24 139.9 0.0 907.8 44.00 Bot -Section 2 0.00 1.08 6.948 11.74 190.32 0.650 0.00 4.00 14.753 9.59 112.6 0.0 710.9 45.00 0.00 1.09 6.993 11.81 190.02 0.650 0.00 1.00 3.697 2.40 28.4 0.0 324.3 49.50 Top -Section 1 0.00 1.12 7.186 12.14 188.45 0.650 0.00 4.50 16.418 10.67 129.6 0.0 1,439.9 50.00 0.00 1.12 7.207 12.17 191.02 0.650 0.00 0.50 1.802 1.17 14.3 0.0 72.5 55.00 0.00 1.15 7.406 12.51 188.94 0.650 0.00 5.00 17.783 11.56 144.7 0.0 715.0 60.00 0.00 1.18 7.592 12.83 186.54 0.650 0.00 5.00 17.346 11.27 144.7 0.0 697.2 65.00 0.00 1.21 7.768 13.12 183.86 0.650 0.00 5.00 16.908 10.99 144.3 0.0 679.5 70.00 0.00 1.24 7.934 13.40 180.95 0.650 0.00 5.00 16.471 10.71 143.6 0.0 661.8 75.00 0.00 1.26 8.092 13.67 177.82 0.650 0.00 5.00 16.033 10.42 142.5 0.0 644.1 80.00 0.00 1.28 8.242 13.93 174.50 0.650 0.00 5.00 15.596 10.14 141.2 0.0 626.4 85.00 Appertunance(s) 0.00 1.31 8.387 14.17 171.01 0.650 0.00 5.00 15.158 9.85 139.6 0.0 608.6 89.25 Bot -Section 3 0.00 1.32 8.504 14.37 167.92 0.650 0.00 4.25 12.541 8.15 117.2 0.0 503.4 90.00 0.00 1.33 8.525 14.40 167.36 0.650 0.00 0.75 2.211 1.44 20.7 0.0 158.7 93.75 Top -Section 2 0.00 1.34 8.625 14.57 164.53 0.650 0.00 3.75 10.910 7.09 103.4 0.0 782.5 95.00 Appertunance(s) 0.00 1.35 8.657 14.63 166.00 0.650 0.00 1.25 3.582 2.33 34.1 0.0 115.2 100.0 0.00 1.37 8.785 14.84 162.09 0.650 0.00 5.00 14.054 9.14 135.6 0.0 452.0 105.0 0.00 1.39 8.908 15.05 158.06 0.650 0.00 5.00 13.617 8.85 133.3 0.0 437.8 110.0 0.00 1.41 9.028 15.25 153.92 0.650 0.00 5.00 13.179 8.57 130.7 0.0 423.6 115.0 0.00 1.42 9.143 15.45 149.67 0.650 0.00 5.00 12.742 8.28 128.0 0.0 409.5 120.0 Appertunance(s) 0.00 1.44 9.255 15.64 145.33 0.650 0.00 5.00 12.304 8.00 125.1 0.0 395.3 125.0 0.00 1.46 9.363 15.82 140.88 0.650 0.00 5.00 11.867 7.71 122.1 0.0 381.1 130.0 Appertunance(s) 0.00 1.48 9.469 16.00 136.35 0.650 0.00 5.00 11.429 7.43 118.9 0.0 366.9 135.0 0.00 1.49 9.572 16.17 131.74 0.650 0.00 5.00 10.992 7.14 115.6 0.0 352.8 135.7 Bot -Section 4 0.00 1.49 9.587 16.20 131.04 0.650 0.00 0.75 1.611 1.05 17.0 0.0 51.7 139.0 Top -Section 3 0.00 1.50 9.652 16.31 127.99 0.650 0.00 3.25 6.969 4.53 73.9 0.0 388.4 140.0 0.00 1.51 9.672 16.34 128.97 0.650 0.00 1.00 2.107 1.37 22.4 0.0 50.8 142.0 Appertunance(s) 0.00 1.51 9.711 16.41 127.08 0.650 0.00 2.00 4.162 2.71 44.4 0.0 100.4 145.0 0.00 1.52 9.769 16.51 124.21 0.650 0.00 3.00 6.111 3.97 65.6 0.0 147.4 148.0 Appertunance(s) 0.00 1.53 9.826 16.60 121.32 0.650 0.00 3.00 5.954 3.87 64.3 0.0 143.5 Totals: 148.00 4,012.6 0.0 20,698.9 Pole : 11/4/2009 10:04:19 AM Code: Page: 19 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 23 Iterations (psf) Discrete Appurtenance Segment Forces Elev (ft) Description (sf) CaAa Factor (ft) Vert Ecc (ft) Wind FX (lb) Load (lb) qz (psf) (lb-ft) Mom (lb-ft) Y Mom CaAa Z Horiz Ecc Qty Total qzGh Dead 85.00 EMS RV65-18-02DP 9 8.387 14.173 0.73 28.62 0.000 0.000 405.62 0.00 0.00 162.00 85.00 T-Arm w/Working Pla 3 8.387 14.173 0.80 34.56 0.000 0.000 489.83 0.00 0.00 900.00 95.00 EMS FR90-16-XXDP 3 8.657 14.631 0.73 9.54 0.000 0.000 139.57 0.00 0.00 54.00 120.0 Round Low Profile Pl 1 9.255 15.641 1.00 21.70 0.000 0.000 339.40 0.00 0.00 1,500.00 120.0 CSA PCSX065-18-2H 3 9.255 15.641 0.83 12.23 0.000 0.000 191.22 0.00 0.00 0.00 39.60 120.0 Decibel DB846G90A-9 9.255 15.641 0.93 49.11 0.000 0.000 768.07 0.00 0.00 138.60 120.0 14" x 9" TTA 6 9.299 15.715 0.50 3.69 0.000 2.000 57.99 0.00 115.98 60.00 130.0 Powerwave TT19-2 9.469 16.003 0.50 0.64 0.000 0.000 10.24 0.00 0.00 32.00 130.0 Powerwave LGP17502 2 9.469 16.003 0.50 0.95 0.000 0.000 15.20 0.00 0.00 35.00 130.0 Ericsson KRY 112 81/4 9.469 16.003 0.50 2.40 0.000 0.000 38.41 0.00 0.00 68.00 130.0 Powerwave LGP17205 4 9.469 16.003 0.50 3.90 0.000 0.000 62.41 0.00 0.00 124.00 130.0 Powerwave LGP13513 4 9.469 16.003 0.50 1.40 0.000 0.000 22.40 0.00 0.00 44.00 130.0 Ericsson KRY 112 71/2 9.469 16.003 0.50 0.68 0.000 0.000 10.88 0.00 0.00 26.40 130.0 Powerwave 9 9.469 16.003 0.76 46.44 0.000 0.000 743.22 0.00 0.00 334.80 130.0 Flat Low Profile Pla 1 9.469 16.003 1.00 26.10 0.000 0.000 417.67 0.00 0.00 1,500.00 142.0 TTA 6 9.711 16.411 0.50 4.20 0.000 0.000 68.93 0.00 0.00 60.00 142.0 Antel BXA-80090/8CF 3 9.711 16.411 0.89 22.14 0.000 0.000 363.30 0.00 0.00 69.00 142.0 Antel BXA185063/8CF 3 9.711 16.411 0.81 7.22 0.000 0.000 118.44 0.00 0.00 30.00 142.0 Flat Low Profile Pla 1 9.711 16.411 1.00 26.10 0.000 0.000 428.34 0.00 0.00 1,500.00 148.0 RFS ATMAA1412D-6 9.864 16.670 0.50 3.51 0.000 2.000 58.51 0.00 117.03 78.00 148.0 RFS APL199014-42T2 6 9.864 16.670 1.00 12.54 0.000 2.000 209.05 0.00 418.09 36.00 148.0 RFS APXV18-206517S-3 9.864 16.670 0.80 12.38 0.000 2.000 206.45 0.00 412.89 79.20 148.0 Flat Low Profile Pla 1 9.826 16.607 1.00 26.10 0.000 0.000 433.43 0.00 0.00 1,500.00 5,598.57 8,370.60 Pole : 11/4/2009 10:04:19 AM Code: Page: 20 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 23 Iterations (ft) Description To Wind (ft) (lb/ft) (sf/ft) (psf) (lb) (lb) Exposed Linear Appurtenance Segment Forces Elev Length F X Seg Top Weight CaAa qz Load Dead 10.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 6.400 10.82 12.30 10.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 6.400 0.00 0.90 10.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 6.400 10.82 24.60 10.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 6.400 10.82 36.90 15.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 6.400 10.82 12.30 15.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 6.400 0.00 0.90 15.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 6.400 10.82 24.60 15.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 6.400 10.82 36.90 20.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 6.400 10.82 12.30 20.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 6.400 0.00 0.90 20.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 6.400 10.82 24.60 20.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 6.400 10.82 36.90 25.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 6.400 10.82 12.30 25.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 6.400 0.00 0.90 25.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 6.400 10.82 24.60 25.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 6.400 10.82 36.90 30.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 6.400 10.82 12.30 30.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 6.400 0.00 0.90 30.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 6.400 10.82 24.60 30.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 6.400 10.82 36.90 35.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 6.509 11.00 12.30 35.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 6.509 0.00 0.90 35.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 6.509 11.00 24.60 35.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 6.509 11.00 36.90 40.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 6.762 11.43 12.30 40.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 6.762 0.00 0.90 40.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 6.762 11.43 24.60 40.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 6.762 11.43 36.90 44.00 (3) 1 5/8" Coax Yes 4.00 2.46 0.20 6.948 9.39 9.84 44.00 (3) 1/4" Coax Yes 4.00 0.18 0.00 6.948 0.00 0.72 44.00 (6) 1 5/8" Coax Yes 4.00 4.92 0.20 6.948 9.39 19.68 44.00 (9) 1 5/8" Coax Yes 4.00 7.38 0.20 6.948 9.39 29.52 45.00 (3) 1 5/8" Coax Yes 1.00 2.46 0.20 6.993 2.36 2.46 45.00 (3) 1/4" Coax Yes 1.00 0.18 0.00 6.993 0.00 0.18 45.00 (6) 1 5/8" Coax Yes 1.00 4.92 0.20 6.993 2.36 4.92 45.00 (9) 1 5/8" Coax Yes 1.00 7.38 0.20 6.993 2.36 7.38 49.50 (3) 1 5/8" Coax Yes 4.50 2.46 0.20 7.186 10.93 11.07 49.50 (3) 1/4" Coax Yes 4.50 0.18 0.00 7.186 0.00 0.81 49.50 (6) 1 5/8" Coax Yes 4.50 4.92 0.20 7.186 10.93 22.14 49.50 (9) 1 5/8" Coax Yes 4.50 7.38 0.20 7.186 10.93 33.21 50.00 (3) 1 5/8" Coax Yes 0.50 2.46 0.20 7.207 1.22 1.23 50.00 (3) 1/4" Coax Yes 0.50 0.18 0.00 7.207 0.00 0.09 50.00 (6) 1 5/8" Coax Yes 0.50 4.92 0.20 7.207 1.22 2.46 50.00 (9) 1 5/8" Coax Yes 0.50 7.38 0.20 7.207 1.22 3.69 55.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 7.406 12.52 12.30 55.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 7.406 0.00 0.90 55.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 7.406 12.52 24.60 55.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 7.406 12.52 36.90 60.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 7.592 12.83 12.30 60.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 7.592 0.00 0.90 60.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 7.592 12.83 24.60 Pole : 11/4/2009 10:04:20 AM Code: Page: 21 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 23 Iterations 60.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 7.592 12.83 36.90 65.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 7.768 13.13 12.30 65.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 7.768 0.00 0.90 65.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 7.768 13.13 24.60 65.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 7.768 13.13 36.90 70.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 7.934 13.41 12.30 70.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 7.934 0.00 0.90 70.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 7.934 13.41 24.60 70.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 7.934 13.41 36.90 75.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 8.092 13.68 12.30 75.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 8.092 0.00 0.90 75.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 8.092 13.68 24.60 75.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 8.092 13.68 36.90 80.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 8.242 13.93 12.30 80.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 8.242 0.00 0.90 80.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 8.242 13.93 24.60 80.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 8.242 13.93 36.90 85.00 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 8.387 14.17 12.30 85.00 (3) 1/4" Coax Yes 5.00 0.18 0.00 8.387 0.00 0.90 85.00 (6) 1 5/8" Coax Yes 5.00 4.92 0.20 8.387 14.17 24.60 85.00 (9) 1 5/8" Coax Yes 5.00 7.38 0.20 8.387 14.17 36.90 89.25 (3) 1 5/8" Coax Yes 4.25 2.46 0.20 8.504 12.22 10.45 89.25 (3) 1/4" Coax Yes 4.25 0.18 0.00 8.504 0.00 0.77 89.25 (6) 1 5/8" Coax Yes 4.25 4.92 0.20 8.504 12.22 20.91 90.00 (3) 1 5/8" Coax Yes 0.75 2.46 0.20 8.525 2.16 1.85 90.00 (3) 1/4" Coax Yes 0.75 0.18 0.00 8.525 0.00 0.14 90.00 (6) 1 5/8" Coax Yes 0.75 4.92 0.20 8.525 2.16 3.69 93.75 (3) 1 5/8" Coax Yes 3.75 2.46 0.20 8.625 10.93 9.23 93.75 (3) 1/4" Coax Yes 3.75 0.18 0.00 8.625 0.00 0.68 93.75 (6) 1 5/8" Coax Yes 3.75 4.92 0.20 8.625 10.93 18.45 95.00 (3) 1 5/8" Coax Yes 1.25 2.46 0.20 8.657 3.66 3.08 95.00 (3) 1/4" Coax Yes 1.25 0.18 0.00 8.657 0.00 0.23 95.00 (6) 1 5/8" Coax Yes 1.25 4.92 0.20 8.657 3.66 6.15 100.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 8.785 14.85 12.30 100.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 8.785 0.00 0.90 105.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 8.908 15.06 12.30 105.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 8.908 0.00 0.90 110.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 9.028 15.26 12.30 110.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 9.028 0.00 0.90 115.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 9.143 15.45 12.30 115.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 9.143 0.00 0.90 120.0 (3) 1 5/8" Coax Yes 5.00 2.46 0.20 9.255 15.64 12.30 120.0 (3) 1/4" Coax Yes 5.00 0.18 0.00 9.255 0.00 0.90 Totals: 716.40 1,336.80 Pole : 11/4/2009 10:04:20 AM Code: Page: 22 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 23 Iterations Seg Elev (ft) FX (-) (lb) (lb) FY (-) MY (lb-ft) (lb-ft) MZ Applied Segment Forces SummaryLateral Axial Torsion Moment 0.00 0.00 0.00 0.00 0.00 5.00 153.95 1,057.04 0.00 0.00 10.00 183.32 1,270.53 0.00 0.00 15.00 180.25 1,249.27 0.00 0.00 20.00 177.17 1,228.00 0.00 0.00 25.00 174.10 1,206.74 0.00 0.00 30.00 171.02 1,185.48 0.00 0.00 35.00 170.79 1,164.22 0.00 0.00 40.00 174.18 1,142.95 0.00 0.00 44.00 140.79 899.05 0.00 0.00 45.00 35.49 371.30 0.00 0.00 49.50 162.40 1,651.54 0.00 0.00 50.00 17.92 95.98 0.00 0.00 55.00 182.22 950.10 0.00 0.00 60.00 183.15 932.38 0.00 0.00 65.00 183.66 914.66 0.00 0.00 70.00 183.78 896.94 0.00 0.00 75.00 183.54 879.23 0.00 0.00 80.00 183.00 861.51 0.00 0.00 85.00 1,077.61 1,905.79 0.00 0.00 89.25 141.59 671.92 0.00 0.00 90.00 25.03 188.39 0.00 0.00 93.75 125.22 931.19 0.00 0.00 95.00 180.95 218.77 0.00 0.00 100.0 150.48 625.63 0.00 0.00 105.0 148.31 611.45 0.00 0.00 110.0 145.95 597.28 0.00 0.00 115.0 143.42 583.10 0.00 0.00 120.0 1,497.41 2,307.13 0.00 115.98 125.0 122.06 504.65 0.00 0.00 130.0 1,439.31 2,654.68 0.00 0.00 135.0 115.57 434.06 0.00 0.00 135.7 16.97 63.89 0.00 0.00 139.0 73.89 441.26 0.00 0.00 140.0 22.39 67.08 0.00 0.00 142.0 1,023.40 1,791.89 0.00 0.00 145.0 65.58 181.38 0.00 0.00 148.0 971.70 1,870.76 0.00 948.01 Totals: 10,327.56 34,607.25 0.00 1,063.99 Pole : 11/4/2009 10:04:20 AM Code: Page: 23 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 23 Iterations Calculated Shaft Forces and Deflections Seg Elev (ft) X Deflect Deflect Z (in) (in) FX (-) (kips) (kips) FY (-) FZ (kips) (ft-kips) MX MY (ft-kips) (ft-kips) MZ Deflect (in) Lateral Axial Lateral Moment Torsion Moment Total Rotation (deg) 0.00 -10.347 -34.601 0.000 0.000 0.000 -1,068.457 0.000 0.000 0.000 0.000 5.00 -10.232 -33.532 0.000 0.000 0.000 -1,016.722 -0.036 0.000 0.036 -0.067 10.00 -10.085 -32.250 0.000 0.000 0.000 -965.561 -0.143 0.000 0.143 -0.135 15.00 -9.939 -30.989 0.000 0.000 0.000 -915.136 -0.322 0.000 0.322 -0.204 20.00 -9.792 -29.750 0.000 0.000 0.000 -865.443 -0.573 0.000 0.573 -0.273 25.00 -9.647 -28.532 0.000 0.000 0.000 -816.483 -0.897 0.000 0.897 -0.343 30.00 -9.501 -27.336 0.000 0.000 0.000 -768.250 -1.294 0.000 1.294 -0.413 35.00 -9.354 -26.162 0.000 0.000 0.000 -720.745 -1.764 0.000 1.764 -0.484 40.00 -9.197 -25.011 0.000 0.000 0.000 -673.977 -2.309 0.000 2.309 -0.554 44.00 -9.062 -24.107 0.000 0.000 0.000 -637.190 -2.798 0.000 2.798 -0.611 45.00 -9.039 -23.730 0.000 0.000 0.000 -628.128 -2.928 0.000 2.928 -0.626 49.50 -8.871 -22.075 0.000 0.000 0.000 -587.454 -3.549 0.000 3.549 -0.690 50.00 -8.869 -21.973 0.000 0.000 0.000 -583.018 -3.621 0.000 3.621 -0.697 55.00 -8.704 -21.013 0.000 0.000 0.000 -538.673 -4.395 0.000 4.395 -0.778 60.00 -8.536 -20.071 0.000 0.000 0.000 -495.153 -5.253 0.000 5.253 -0.858 65.00 -8.364 -19.148 0.000 0.000 0.000 -452.475 -6.194 0.000 6.194 -0.937 70.00 -8.190 -18.243 0.000 0.000 0.000 -410.656 -7.218 0.000 7.218 -1.015 75.00 -8.013 -17.357 0.000 0.000 0.000 -369.709 -8.323 0.000 8.323 -1.092 80.00 -7.834 -16.489 0.000 0.000 0.000 -329.645 -9.506 0.000 9.506 -1.166 85.00 -6.733 -14.599 0.000 0.000 0.000 -290.476 -10.767 0.000 10.767 -1.238 89.25 -6.585 -13.926 0.000 0.000 0.000 -261.860 -11.896 0.000 11.896 -1.297 90.00 -6.563 -13.735 0.000 0.000 0.000 -256.922 -12.101 0.000 12.101 -1.308 93.75 -6.424 -12.803 0.000 0.000 0.000 -232.309 -13.149 0.000 13.149 -1.359 95.00 -6.248 -12.584 0.000 0.000 0.000 -224.280 -13.507 0.000 13.507 -1.376 100.0 -6.098 -11.954 0.000 0.000 0.000 -193.039 -14.989 0.000 14.989 -1.451 105.0 -5.947 -11.340 0.000 0.000 0.000 -162.551 -16.547 0.000 16.547 -1.521 110.0 -5.796 -10.741 0.000 0.000 0.000 -132.817 -18.176 0.000 18.176 -1.586 115.0 -5.646 -10.157 0.000 0.000 0.000 -103.836 -19.868 0.000 19.868 -1.643 120.0 -4.088 -7.891 0.000 0.000 0.000 -75.491 -21.616 0.000 21.616 -1.691 125.0 -3.955 -7.388 0.000 0.000 0.000 -55.052 -23.409 0.000 23.409 -1.730 130.0 -2.438 -4.777 0.000 0.000 0.000 -35.276 -25.238 0.000 25.238 -1.760 135.0 -2.310 -4.346 0.000 0.000 0.000 -23.087 -27.094 0.000 27.094 -1.782 135.7 -2.292 -4.283 0.000 0.000 0.000 -21.354 -27.374 0.000 27.374 -1.785 139.0 -2.204 -3.844 0.000 0.000 0.000 -13.907 -28.593 0.000 28.593 -1.795 140.0 -2.180 -3.777 0.000 0.000 0.000 -11.702 -28.969 0.000 28.969 -1.797 142.0 -1.101 -2.018 0.000 0.000 0.000 -7.342 -29.723 0.000 29.723 -1.802 145.0 -1.030 -1.839 0.000 0.000 0.000 -4.038 -30.856 0.000 30.856 -1.806 148.0 -0.972 0.000 0.000 0.000 0.000 -0.948 -31.992 0.000 31.992 -1.808 Pole : 11/4/2009 10:04:20 AM Code: Page: 24 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case: Twist/Sway Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 mph Wind with No Ice 23 Iterations (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Calculated Stresses Seg Elev (ft) Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Applied Stresses Allowable Stress (Fb) Stress Ratio 0.00 0.55 0.33 0.00 0.00 0.00 15.70 16.26 52.0 0.0 0.313 5.00 0.55 0.34 0.00 0.00 0.00 15.55 16.11 52.0 0.0 0.310 10.00 0.54 0.34 0.00 0.00 0.00 15.39 15.94 52.0 0.0 0.307 15.00 0.53 0.34 0.00 0.00 0.00 15.21 15.75 52.0 0.0 0.303 20.00 0.52 0.34 0.00 0.00 0.00 15.02 15.55 52.0 0.0 0.299 25.00 0.51 0.34 0.00 0.00 0.00 14.81 15.32 52.0 0.0 0.295 30.00 0.49 0.35 0.00 0.00 0.00 14.57 15.08 52.0 0.0 0.290 35.00 0.48 0.35 0.00 0.00 0.00 14.31 14.81 52.0 0.0 0.285 40.00 0.47 0.35 0.00 0.00 0.00 14.03 14.52 52.0 0.0 0.279 44.00 0.47 0.35 0.00 0.00 0.00 13.78 14.26 52.0 0.0 0.274 45.00 0.46 0.35 0.00 0.00 0.00 13.72 14.19 52.0 0.0 0.273 49.50 0.52 0.42 0.00 0.00 0.00 15.56 16.10 52.0 0.0 0.310 50.00 0.52 0.42 0.00 0.00 0.00 15.52 16.05 52.0 0.0 0.309 55.00 0.51 0.42 0.00 0.00 0.00 15.07 15.59 52.0 0.0 0.300 60.00 0.50 0.43 0.00 0.00 0.00 14.58 15.09 52.0 0.0 0.290 65.00 0.49 0.43 0.00 0.00 0.00 14.04 14.54 52.0 0.0 0.280 70.00 0.48 0.43 0.00 0.00 0.00 13.44 13.94 52.0 0.0 0.268 75.00 0.46 0.43 0.00 0.00 0.00 12.79 13.28 52.0 0.0 0.255 80.00 0.45 0.44 0.00 0.00 0.00 12.07 12.55 52.0 0.0 0.241 85.00 0.41 0.38 0.00 0.00 0.00 11.28 11.71 52.0 0.0 0.225 89.25 0.41 0.39 0.00 0.00 0.00 10.70 11.13 52.0 0.0 0.214 90.00 0.40 0.39 0.00 0.00 0.00 10.59 11.02 52.0 0.0 0.212 93.75 0.47 0.48 0.00 0.00 0.00 12.11 12.61 48.0 0.0 0.263 95.00 0.47 0.47 0.00 0.00 0.00 11.87 12.37 48.0 0.0 0.258 100.00 0.46 0.47 0.00 0.00 0.00 10.88 11.37 48.0 0.0 0.237 105.00 0.45 0.47 0.00 0.00 0.00 9.78 10.26 48.0 0.0 0.214 110.00 0.44 0.48 0.00 0.00 0.00 8.55 9.02 48.0 0.0 0.188 115.00 0.43 0.48 0.00 0.00 0.00 7.16 7.64 48.0 0.0 0.159 120.00 0.35 0.36 0.00 0.00 0.00 5.60 5.98 48.0 0.0 0.125 125.00 0.34 0.36 0.00 0.00 0.00 4.40 4.78 48.0 0.0 0.100 130.00 0.23 0.23 0.00 0.00 0.00 3.05 3.30 48.0 0.0 0.069 135.00 0.21 0.23 0.00 0.00 0.00 2.16 2.41 48.0 0.0 0.050 135.75 0.21 0.23 0.00 0.00 0.00 2.02 2.27 48.0 0.0 0.047 139.00 0.26 0.30 0.00 0.00 0.00 1.79 2.11 48.0 0.0 0.044 140.00 0.25 0.30 0.00 0.00 0.00 1.53 1.86 48.0 0.0 0.039 142.00 0.14 0.15 0.00 0.00 0.00 0.99 1.16 48.0 0.0 0.024 145.00 0.13 0.15 0.00 0.00 0.00 0.58 0.75 48.0 0.0 0.016 148.00 0.00 0.14 0.00 0.00 0.00 0.14 0.28 48.0 0.0 0.006 Pole : 11/4/2009 10:04:20 AM Code: Page: 25 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Load Case (kips) FZ Shear Reactions Axial FY (kips) (ft-kips) MX Moment Combined Stress (ksi) (ksi) Stress Allowable Elev (ft) Ratio Stress Max Stresses Analysis SummaryShear FX (kips) Moment MZ (ft-kips) Moment MY (ft-kips) No Ice 20.3 0.00 34.58 0.00 0.00 2093.46 31.32 52.0 0.00 0.603 Ice 17.4 0.00 43.60 0.00 0.00 1826.08 27.54 52.0 0.00 0.530 Twist/Sway 10.3 0.00 34.60 0.00 0.00 1068.46 16.26 52.0 0.00 0.313 Pole : 11/4/2009 10:04:20 AM Code: Page: 26 92397 Location : North Carmel, IN Height : 148.0 (ft) Shape : 18 SidesBase Dia : 53.08 (in) Base Elev : 0.000 (ft) Top Dia : 23.50 (in) Taper : 0.209998 (in/ft) TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Base Summary Reactions Original Design Analysis Moment (kip-ft) Axial (kip) Shear (kip) Moment (kip-ft) Axial (kip) Shear (kip) Moment Design % 3,350.00 29.00 30.00 2,093.46 43.60 20.28 62.49 Base Plate Yield Thick Width Style Poly Clip Len Effective Moment Allow Applied Stress (ksi) (in) (in) Sides (in) Len (in) (kip-in) (ksi) Ratio Stress (ksi) Stress 50.0 3.000 58.000 Clipped 4 10.00 10.529 371.61 49.99 23.53 0.47 Anchor Bolts Bolt Num Bolt Type Bolt Yield Ultimate Arrange Cluster Start Force Allow Ratio Ratio Compression Tension Circle Bolts Dia (in) (ksi) (ksi) Dist (in) Angle (deg) (kip) (kip) Force (kip) Allow (kip) 60.00 16 2.25" 18J 2.25 75.00 100.00 Clustered 6.00 45.0 107.40 194.98 0.55 101.95 194.98 0.52