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Specifications
Gazle y Plowman Architects Analysis of the 80 -Foot Qwest Monopole for Sprint PCS Antennas at the Highway 99 and Bull Mountain Site Tigard, Oregon Site PO- 54XC009 o10 - aaa a - o-e 3c 1-3 40 . 1 'P Calculations and Sketches 165b5 r ; A. - 0�0'r+ August 1, 2002 • �, Ae ARTISAN ENGINEERING, L L� cFa,: r 7 325 West 13th Avenue !�J Eugene, Oregon 97401 -3402 SEP n 4 2002 Phone: 541 - 338 -9488 Fax: 541 - 338 -9483 www.artisanengineering.com Cal g oa g nCur. RD BILE D -: D'7 710N ':SON • • ARTISAN ENGINEERING, LLC 325 West 13th Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com August 1, 2002 Mr. David Lyman Gazley- Plowman Architects 2701 NW Vaughn, Suite 764 Portland, OR 97210 Re: Structural Analysis - for 80 -Foot Qwest Monopole at the Highway 99 and Bull Mountain Site near Tigard, OR — Sprint Site: P0-54XC009 - For Collocation of Sprint Antennas Dear David: Artisan Engineering, LLC has completed a structural analysis of the existing 80 -foot monopole owned by Qwest and located at the Highway 99 and Bull Mountain site southwest of Tigard, Oregon. The monopole is a stepped variety of monopole and is constructed of two circular pipe sections, manufactured by the Andrew Corporation for US West. The erection date was in 1997. The analysis was performed per your July 26 request to determine the feasibility of installing Sprint PCS antennas on the existing monopole near the 62 -foot level. The proposed loading was provided in the package that you provided us and includes the following Sprint PCS antennas: • (4) EMS RV90 -18 -XX Panel Antennas arranged in 2- sectors with 7/8 inch externally located coax cables mounted on short davit arm pipe mounts near the 62 -foot level. • (2) EMS RV90 -17 -XX Panel Antennas arranged in 1- sector with 7/8 inch externally located coax cables mounted on short davit arm pipe mounts near the 62 -foot level. The existing and future Qwest antennas at the top of the monopole include (9) EMS RR- 33 -20- XXDLP panel antennas arranged in 3- sectors and mounted on top of the monopole on 2 -bay swing arm mounts. We also included a 19x15x11 flat panel microwave antenna near the 72- foot level. We based the antenna sizes and location information on the Qwest collocation standards that you sent. We also received the necessary Andrew structural information in your original package and assume that the monopole was built per the drawings. The monopole is constructed of round pipe sections with a 24 -inch diameter section up to the 40 -foot level and an 18 -inch diameter pipe to the top. Refer to the attached monopole elevation and antenna loading tables on Enclosures 1 to 4 for the existing antennas and proposed Sprint PCS antenna information. MONOPOLE ANALYSIS RESULTS A computer analysis of the monopole was performed to assess its structural performance under the current design standard, ANSI/TIA/EIA 222 -F. All antenna and member wind loads were per the ANSI/TIA/EIA 222 -F recommendations. The allowable member stresses were per the ANSI/TIA/EIA 222 -F, which references the AISC "Manual of Steel Construction, Allowable Stress Design, 9 edition ". The ANSI/TIA/EIA 222 -F and the AISC allow a 33% increase in ,s Letter to David Lyman — Bull Mountain Monopole August 1, 2002 Page 2 allowable stress for wind loading on poles less than 700 feet tall. This increase is included in the final stress levels. The design wind speed used for analysis was 90 mph with no ice and 77 mph with Y2 -inch of radial ice coating all member and antenna surfaces. This is the loading criteria used by the manufacturer and per the local recommendations for Washington County. Our initial analysis of the monopole was for the 90 mph load case in conjunction with the ice loading case. The analysis included all the existing top- mounted and future Qwest antennas at the 80 -foot and the microwave antenna at the 72 -foot level. The results show that the maximum stress level occurred at the bottom of the 24 -inch diameter section (0 -foot level) and was 45% of the allowable capacity. Note that this indicates that the monopole is roughly at one half of its capacity with ample reserve for additional carriers or future antennas. Refer to the member stress summaries on Page 12 of 12 (1 load case) and monopole reactions listed on Page 8 and 10 of 12 (1 load case). We next analyzed the monopole for the 77 mph wind load case with W of radial ice on the monopole surfaces and proposed Sprint PCS antennas at the 62 -foot level. The maximum stress level was 52% of the member capacity, also occurring at the base of the bottom section. Refer to the member stress summaries on Page 10 of 10 (2 load case) and monopole reactions listed on Page 6 and 8 of 10 (2 load case). The following chart summarizes the results of the various load combinations. The maximum calculated stress levels are listed for the highest stress pole location for each load case. The location of the maximum member stress is indicated in feet (loc). MEMBER STRESS SUMMARY CHART LOAD COMBINATION: LEG% (loc) 1. 90 mph and 77 mph w/ %" inch — existing 45 (Base) Qwest antennas 2. 90 mph and 77 mph w/ %" inch — existing 52 (Base) Qwest antennas with Sprint antennas FOUNDATION ANALYSIS RESULTS The drilled concrete pier foundation was designed by Andrew and is assumed to be 54 -inch diameter by 28 -feet deep. The design was for a maximum vertical (axial) load of 30 kips, shear or lateral load of 10.1 kips, and a bending moment of 606 ft -kips. The maximum load combination was for the 90 mph wind load case. The vertical reaction of 12.7 kips, base shear of 9.2 kips, and bending moment of 433 ft-kips are about 42 %, 91%, and 71% of the allowable reactions, respectively. These reactions indicate that the foundation is adequate for the proposed antenna loading CONCLUSION The results of our structural analysis for the existing 80 -foot Qwest monopole located at the Highway 99 and Bull Mountain site near Tigard, Oregon indicate that the proposed Sprint PCS panel antennas may be safely installed on t- sector arm mounts near the 62 -foot level with no upgrading required. Letter to David Lyman — Bull Mountain Monopole August 1, 2002 Page 3 We have enjoyed working with you on this project. If you have any additional questions, comments, or concerns please feel free to call. Sincerely, ROr: R_ j L� Timothy Wolden, PE < °563 v: Principal, Artisan Engineering, LLC l C r � y � r / End: Monopole Sketch, Antenna Loads, Member Stress Summaries >. fr� tic / File: Letter to DauidL Bull Mountain.doc % 3' \ � L'. `�j ` � 1 . ''J • • ti SEMEN 3 Ammo 240 SECTO. S/ 2 A'JAJTH 240' .. / A27LJ1H uc \ _ I;!j, \\ • SEC= • SEMI 3 SECTOR 1 MORON 2*Q AMOK O • SCALE: yr - 1• ay c. 1/R' - 1• =MC &M OWS .� Hit [26TR10 AM7E7rM.S DEISM 10 CREST - E26TIM0 SO CREST R MOC-E IRMI3POLE 6Z' PIRIPOSED 1pO /v Rt PROPOSED KR M EM PAIEl {/� C;SI 2 P SECTOR) 3 3 ,61 ` =MRS TOOL • C. TOTAL • T. J �a I. 2b. ICU. 24C. r AI j 1 •, A2 e r 8/ I.. } r EXISTING OPS ANTDOS • 3W E3 OREST COMIC ONEST • s e d ICI = MO ..-O HEi4 / EE ivEtf V 3 SI • on FDA •/ M Oi BM�D ] S7RM�6'S OF RM�D NYC CREST ESSTMO MST WOE WA LEASE: WA I 1 H II II I I II U 11— 1-1 U COSMO te-r NOM -/ \ DOMINO d2C-ir MN - REDWING NAIL EEVOMD RETMMMC NALL EEVOO PRCP� ROUTE OF (1OUI0 CONE SOUTH ELEVATION ;. ® 3 EAST ELEVATION® 1 2 r. a b ix _ 0 D C_) t J MTS CELLULAR PIPE N Q FRAME MT -216 OR SIM. PER TOWER Tune" i MANUFACTURER To MTS STANDOFF ARM I 85' MONOPOLE MT -197 OR SIM. PER TOWER MANUFACTURER 1 '* ;, /A I PANEL ANTENNA, 2 PER SECTOR TYP. 2 FUTURE, 2 (pi SECTORS. MOUNT TO MTS � � , PIPE MOUNTS MT- 219 -63 OR SIM. AI S '(O -50i ;. AM U 2 MTS RING MOUNT MT -191 OR SIM. PER TOWER MANUFACTURER • ANTENNA INFORMATION PANEL FUTURE ELEVATION SECTOR AZIMUTH ANTENNAS ANTENNAS ANTENNA C.L. ALPHA 0' 2 0 i'<02' BETA sir 120` 2 0 s' Cot ' GAMMA OW Zqp' 2 0 a' (02' ANTENNA LAYOUT . NORT ! \ SCALE: 2 1/4 = 1 Artisan Engineering, LLC Antenna Loading Worksheet 325 West 13th Avenue Eugene, Oregon 97401 -3402 Subj: ' Sprint PCS - P054XC009 - 80 -ft Andrew Monopole I Wind Direction 0 July 31, 2002 Case: Exist. /Prop. Antenna Configuration No Ice EIA 222 FI MPH= 90 _Tot. Hght. 80 ANTENNA AND CABLE INFORMATION • LOADS (pounds) I Force Force Elev (ft) Description Az MW Typ Cable Loc. Area ftA2 Joint Ant. Wt. X -Dir Y -Dir Existing Qwest Antennas 80 (2) EMS RR33- 20- XXDPL4 w/ mount 0 y Rad 7/8" Coax Standoff 17.0 80 350 439 0 80 (2) EMS RR33- 20- XXDPL4 w/ mount 120 y Rad 7/8" Coax Standoff 17.0 80 350 205 -17 80 (2) EMS RR33- 20- XXDPL4 w/ mount 240 y Rad 7/8" Coax Standoff 17.0 80 350 205 17 30 GPS n 3/8" Coax Mount 1.0 30 40 29 0 Future Qwest Antennas 80 (1) EMS RR33- 20- XXDPL4 0 y Rad 7/8" Coax Standoff 5.0 80 30 129 0 80 (1) EMS RR33- 20- XXDPL4 120 y Rad 7/8" Coax Standoff 5.0 80 30 60 -5 80 (1) EMS RR33- 20- XXDPL4 240 y Rad 7/8" Coax Standoff 5.0 80 30 60 5 72 AirLink Microwave w/ mount 0 y Rad 7/8" Coax Mount 2.0 72 50 50 0 72 Microwave interference box w/ mount n - Mount 2.3 72 50 84 0 Proposed Sprint PCS Antennas 62 (2) EMS RV90 -18 -XXDP w/ mount 0 y Rad 7/8" Coax Standoff 15.0 62 350 360 0 62 (2) EMS RV90 -18 -XXDP w/ mount 120 y Rad 7/8" Coax Standoff 15.0 62 350 168 -14 62 (2) EMS RV90 -18 -XXDP w/ mount 240 y Rad 7/8" Coax Standoff 15.0 62 350 168 14 20 GPS n 3/8" Coax Mount 1.0 30 40 25 0 n End - • ::;::.>::;: ::::.;; >:::;:. : .::.:.:.:.:..:. I1C 1 . .... PRODUCT .:: ATA:: SHE...:.....:.............._....... :.:.:.::.:::::::::::::::::::.:.:.:..:.........:............................: :.::::::.:::::::.::.:::::.:::., • .,., fl irrdcy* RV90 -17 -XXDP Vertical Polarization OptiRangew 1850 MHz - 1990 MHz Electrical Specifications Azimuth Beamwidth 90° %h8" Elevation Beamwidth 6° 2.75" , . "%w. Gain 16.5 dBi (14.4 dBd) . Polarization Linear, Vertical 7'..� Front-to-Back Ratio ? 28 dB (z 30 dB Typ.) / Electrical Downtilt Options 0 °, 2 °, 4 °, 6° : VSWR 1.35:1 Max 55" 2 : :, Connectors 1; 7 -16 DIN (female) I 42'° Power Handling 250 Watts CW / `/ Passive Intermodulation < _ -150 dBc [2 x 20W (+ 43 dBm)) - , ,� Lightning Protection Chassis Ground ' : ' st RF CONNECTOR 'on s ' Specifications Mechanical cat ec c 1 P f Dimensions ( L x W x D) 56 in x 8 in x 2.75 in (142 an x 20.3 cm x 7.0 an :;::;:::' ::: Rated Wind Velocity 150 mph (241 km/hr) Equivalent Flat Plate Area 3.1ft (29 m' �::::;:;:;::<:::<;; Front Wind Load @ 100 mph (161 kph) 90 lbs (400 N) :: Side Wind Load 100 mph (161 (139 N) : : :: >: >::: >:: >:: >:: >:: > :::: @ P ( kph) 31 lbs Weight 8.2 9 18 lbs k ( kg) Mounting Options MTG- P00 -10, MTG-S02-10, MTG- DXX -20', MTG- CXX -10•, MTG- CO2 -10, MTG- TXX -10' _ Note: *Model number shown represents a series of products. See Mounting Options section for specific model number. Patterns nr fir 77r rr „Ir �r SW air .... i BG� se• w• rG per ar % c 5 `` xr " i= y % = = •= i „ — =c N. i � *_ c __ _ , 4. N. i '0 4 >:� -'3 .}r / / - \ \\• sr >.r /�.._- ::�\ \ / //i o _,_ ♦ \\ \ SW :,r I/ =n Sr, ♦ aae � 's : .: 4:$ 0 \ a” Al '�6 ,, ' - a ` ♦ \\ / � / , 4 c a \\ 4 / %.= : �� \\\ /Ni a CA 0" /4 S; r ? a\ / •: \ /iii /. �� ,., /i .• d � %�l s> =y.�a1\\ u /. �\ N\ I l q , s i" . IP\ /ii, i 4 1 4�� `�++ P:\ U\ /////, �. � � .�aa A\ N/ c Vi a.` p - � .P�\\ !/lli4 :: � iit111b. 1 / ` 1111\\\ 611110/143f.'' =al \11 1114'' .•• `mf6 l/Ltr4 ! •■A Illlnm...&- nulls IIIIIU, .... mda: III 1 111 r u� .. < s I llan u A n1U .. 1110"."∎I : 11/011 r,a plum --- n :v IIIPslsY1;:;. In .. . r ur 111Nnm " kt17 r .er plgn ;umo. °' \I` ,..s�` .,...ii.,:,;,/,,,,/ , \ \\ \\ , �.' i/ .../4/11//// / /// \ \ \ -:- , r ii / / //l V\ N`.r�a� ^k , i/, I 0/ „a . I \ ♦ � i / ,=�i r - , \ \ Q� -... w i / / W uv \ \\ dam ice G >P W or a• Or rr Azimuth Elevation Elevation Elevation Elevation 0° Downtilt 2° Downtilt 4° Downtilt 6° Downtilt Revised 05/15/02 +1 770.582.0555 ext. 5310 • Fax +1 770.729.0036 www.emswlreless.com r..� i i`a "rr l :i.. RV90- 18 -XXDP Vertical Polarization OptiRangew 1850 MHz - 1990 MHz Electrical Specifications Azimuth Beamwidth 90° •^ \•' '' Elevation Beamwidth 4.5° a is Gain 17.5 dBi (15.4 dBd Polarization Linear, Vertical > :• • '` £ Front- to-Back Ratio > 25 dB ( >_ 30 dB Typ.) Electrical Downtilt Options 0 °, 2 °, 4 °, 6° 72 , } a • VSWR 1.35:1 Max $ Connectors 1; 7 -16 DIN (female) : :' • 3 art Power Handling 250 Watts CW ::. % • Passive Intermodulation < -150 dBc '''- [2 x 20W (+ 43 dBm)] ` ::: Lightning Protection Chassis Ground = aF . CONNECTOR - Mechanical Specifications Dimensions (L x W x D) 72 in x 8 in x 2.75 in (183 an x 20.3 cm x 7.0 cm) < .:: :::;::;:<: >::;::::<:::::: Rated Wind Velocity 150 h 41 kmlhr a ed W d 2 Equivalent Flat Plate Area 49 2 (0.37 m � ,;;;,; ..:; ;;,; ,:,,,;; Front Wind Load @ 100 mph (161 kph) 115 lbs (512 N) ' Side Wind oad 100 mph (161 kph) 40 lbs (176 N L s P ( kP) ( N) Weight 23 lbs 10.4 k 9 l kg) Mounting Options tions MTG- P00 -10, MTG-S02-10, MTG- DXX -20', MTG- CXX -10', MTG- CO2 -10, MTG- TXX -10' Note: 'Model number shown represents a series of products. See Mounting Options section for specific model number. Patterns 37 D TY VA.. y Y.Y J(• __�_ �• ]°• _ � Mr tlC� .. -•• JCS' 31C1- MJr no' / i � : \ \` tm' rl /_ �� \ \• ue• ::a :, %' x« »:r i- +'` -. X " Y•G / — \ t»• / Oj�� - _ \:r��� \\ ///� � .r�p� f' , <ti • `� , \ � . /! .1 : � ''/ . \• •fi //p i /,. .as^;rfi��p \ \. / // h p , \ . /. •. - � ` � -. \• ( '.-! �.' `�'^ . .l l: 1 -• „„,.„„ H unt/// ••,v III„„„ , „,„„ a — . f : .V j :rr '. :^ - ; v :e••' '. .:: >- v Illluu°," �nRtglF I11Vnni," uiu11111 `..,� :i�° .•c�y': 1 \ \1 `� • ? /l 1 U11;, t qr /! /// 'A:�'• i••':, 4 �• • - -i -•� -.\., -a • ,- \ � -, w- Cur \ \ � \ \`�= =- - -,- - Y•- ,xs: •". }; ' -y >! A:• ,•rr , ? ,x•- -- �- - tir , /• ye• ...........=:; Q 1 _ ` � �� \.~ ' ss`L r.Y. :. ' .� ' \: • ,m �---- !°' , --z.-.=--- 60. ', 0•• :y 4` Azimuth Elevation Elevation Elevation Elevation 0° Downtilt 2° Downtilt 4° Downtilt 6° Downtilt Revised 05/15/02 +1 770.582.0555 ext. 5310 • Fax +1 770.729.0036 www.emswireless.com ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com a * PLS -POLE * + POLE AND FRAME ANALYSIS AND DESIGN Power Line Systems, Inc. (C) 1999 a + +*+++*****++*+*** a*****++**aa**+aa++ a+ a++*++ * * +* +a+ * + ** ** * +* + * * + +a +*+r ## # *+ Project Name : Sprint PCS - P054XC009 - 80 -ft Andrew Monopole Project Notes: Existing Antennas, Wind 90 mph w/ 1/2" Radial Ice Project File : c: \pls \pls_pole \projects \02020.39_01.pol Date run : 4:29:25 PM Thursday, August 01, 2002 by : PLS -POLE Version 5.39 Licensed to : Artisan Engineering Successfully performed nonlinear analysis The model has 0 warnings. Modeling options: Offset Arms from Pole /Mast: Yes Offset Braces from Pole /Mast: Yes Offset Guys from Pole /Mast: Yes Offset Posts from Pole /Mast: Yes Use Alternate Convergence Process: No Steel poles checked with TIA /EIA 222 -F 1 of 1 2 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Joints Geometry: Joint Symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code (ft) (ft) (ft) Rest. Rest. Rest. Rest. Rest. Rest. Gr OP None 0 0 0 Fixed Fixed Fixed Fixed Fixed Free 40P None 0 0 40 Free Free Free Free Free Free Top 80P None 0 0 80 Free Free Free Free • Free Free Default Modulus of Elasticity for Steel = 29000.00 (ksi) Default Weight Density for Steel = 490.00 (lbs /ft ^3) Steel Pole Properties: Steel Pole Stock Length Buried Shape Tip Base Tapes Drag Tubes Modulus of Weight Shape Strength Distance Ultimate Ultimate Property Number Length Diameter Diameter Coef. Elasticity Density At Check From Trans. Long. Label Override Override Base Type Tip Load Load (ft) (ft) (in) (in) (in /ft) (ksi) (lbs /ft ^3) (ft) (kips) (kips) Andrew 24 "ODx.375t 40ft Length 40.00 0 0 24 24 0 1 1 tube 29000 460 Calculated 0.000 0.0000 0.0000 Andrew 30 "ODx.375t 40ft Length 40.00 0 0 30 30 0 1 1 tube 29000 460 Calculated 0.000 0.0000 0.0000 Tubes for property "Andrew 24 "ODx.375t ": Length Thickness Lap Yield Tube Calculated Length Stress Weight Taper (ft) (in) (ft) (ksi) (lbs) (in /ft) 40 0.375 0 50 3556 0.00000 Tubes for property "Andrew 30 "ODx.375t ": • Length Thickness Lap Yield Tube Calculated Length Stress Weight Taper (ft) (in) (ft) (ksi) (ibs) (in /ft) 40 0.375 0 50 4460 0.00000 Steel Pole Connectivity: Pole Tip Base X of Y of Z of Inclin. Inclin. Property Attach. Base Embed % Embed C. Label Joint Joint Base Base Base About X About Y Set Labels Connect Override Override (ft) (ft) (ft) (deg) (deg) (ft) sec 1 40P Gr OP 0 0 0 0 0 Andrew 30 "ODx.375t 2 labels 0.00 0 sect Top 80P 40P 0 0 0 0 0 Andrew 24 "ODx.375t 2 labels 0.00 0 2 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541 -338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Joints relative to "sec 1 ": Joint Distance From Global Z Label Origin /Top Joint of Attach (ft) (ft) sec 1:20 0.00 20.00 sec 1:30 0.00 30.00 Joints relative to "sec2 ": Joint Distance From Global Z Label Origin /Top Joint of Attach (ft) (ft) sec2:62 0.00 62.00 sec2:72 0.00 72.00 3 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Pole Steel Properties: Element Joint Joint Rel. Outer Area T- Moment L- Moment D/t W/t Fy Fa ASCE Cap ASCE Cap Label Label Position Dist. Diam. Inertia Inertia Max. Min. Trans. Long. (ft) (in) (in ^2) (in04) (in ^4) (ksi) (ksi) (ft -k) (ft -k) sec .1 40P 40P Ori 0.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:0 Tube 1 End 5.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:0 Tube 1 Ori 5.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:30 sec 1:30 End 10.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063. 1063.73 sec 1 sec 1:30 sec 1:30 Ori 10.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:1 Tube 1 End 15.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063. 1063.73 sec 1 #sec 1:1 Tube 1 Ori 15.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:20 sec 1:20 End 20.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:20 sec 1:20 Ori 20.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:2 Tube 1 End 25.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:2 Tube 1 Ori 25.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:3 Tube 1 End 30.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:3 Tube 1 On 30.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:4 Tube 1 End 35.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 #sec 1:4 Tube 1 Ori 35.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Gr OP Gr OP End 40.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec2 Top 80P Top 80P Ori 0.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:5 Tube 1 End 4.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:5 Tube 1 Ori 4.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:72 sec2:72 End 8.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:72 sec2:72 Ori 8.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:6 Tube 1 End 13.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:6 Tube 1 Ori 13.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:62 sec2:62 End 18.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:62 sec2:62 Ori 18.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:7 Tube 1 End 23.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:7 Tube 1 Ori 23.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:8 Tube 1 End 28.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:8 Tube 1 Ori 28.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:9 Tube 1 End 33.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:9 Tube 1 Ori 33.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:10 Tube 1 End 36.50 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 #sec2:10 Tube 1 Ori 36.50 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 40P 40P End 40.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 4 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com *+* Loads Data Loads from file: c: \pls \pls_pole \projects \02020.39_01.eia EtA Rev. F Load Cases: Load Case Dead Load Wind Load Ice Load Strength Allowable Basic Wind Ice Ice Temperature Point Joint Description Factor Factor Factor Factor Stress Wind Dir. Thick. Density Loads Displ. Increase Speed Factor (mph)(Deg) (in)(lbs /ft (deg F) Empty Pole 90mph 1.0000 1.0000 1.0000 1.0000 1.3300 90.000 0 0.0000 0.0000 56.000 Existing Antennas 90mph 1.0000 1.0000 1.0000 1.0000 1.3300 90.000 0 0.0000 0.0000 56.000 9 loads Existing Antennas 77mph w/ 1/2" Radial Ice 1.0000 1.0000 1.0000 1.0000 1.3300 76.500 0 0.5000 56.0000 32.000 9 loads Point Loads for Load Case "Existing Antennas 90mph ": Joint Force Force Force Moment Moment Moment Label X -Dir Y -Dir Vertical X -Axis Y -Axis Z -Axis (lbs) (lbs) (lbs) (ft -lbs) (ft -lbs) (ft -lbs) Top 80P 439 0 350 0 0 0 Top 80P 205 -17 350 0 0 0 Top 80P 205 17 350 0 0 0 sec 1:30 29 0 40 0 0 0 Top 80P 129 0 30 0 0 0 Top 80P 60 -5 30 0 0 0 Top 80P 60 5 30 0 0 0 sec2:72 50 0 50 0 0 0 sec2:72 84 0 50 0 0 0 Point Loads for Load Case "Existing Antennas 77mph w/ 1/2" Radial Ice ": Joint Force Force Force Moment Moment Moment Label X -Dir Y -Dir Vertical X -Axis Y -Axis Z -Axis (lbs) (lbs) (lbs) (ft -lbs) (ft -lbs) (ft -lbs) Top 80P 317 0 486 0 0 0 Top 80P 148 -12 486 0 0 0 Top 80P 148 12 486 0 0 0 sec 1:30 21 0 48 0 0 0 Top 80P 93 0 70 0 0 0 Top 80P 44 -4 70 0 0 0 Top 80P 44 4 70 0 0 0 sec2:72 36 0 66 0 0 0 sec2:72 61 0 68 0 0 0 5 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com + *+ Analysis Results: Maximum element utilization is 44.68% for Steel Pole "sec 1" in load case "Existing Antennas 90mph" + ++ Analysis Results for Load Case No. 1 "Empty Pole 90mph" - Number of iterations in SAPS 11 Equilibrium Joint Positions and Rotations: Joint X -Displ Y -Displ Z -Displ X -Rot Y -Rot Z -Rot X -Pos Y -Pos Z -Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) Gr OP 0 0 0 0.0000 0.0000 - 0.0000 0 0 0 40P 0.2015 2.284e -011 - 0.000847 - 0.0000 0.4745 - 0.0000 0.2015 2.284e -011 40 Top 80P 0.6047 1.784e -010 - 0.002976 - 0.0000 0.6122 - 0.0000 0.6047 1.784e -010 80 sec 1:30 0.1238 7.375e -012 - 0.0005047 - 0.0000 0.4095 - 0.0000 0.1238 7.375e -012 30 sec 1:20 0.06012 1.435e -013 - 0.0002497 - 0.0000 0.3131 - 0.0000 0.06012 1.435e -013 20 sec2:72 0.5192 1.412e -010 - 0.002516 - 0.0000 0.6109 - 0.0000 0.5192 1.412e -010 72 sec2:62 0.4134 9.613e -011 - 0.001941 - 0.0000 0.5990 - 0.0000 0.4134 9.613e -011 62 Joint Support Reactions: Joint Label X -Force % X Y -Force % Y Z -Force Comp. % Uplift % X- Moment % X -M. Y- Moment % Y -M. Z- Moment % Z -M. Max. % (kips) Usage (kips) Usage (kips) Usage Usage (ft -k) Usage (ft -k) Usage (ft -k) Usage Usage Gr OP -6.830 0.0 -0.000 0.0 8.016 0.0 0.0 0.000 0.0 - 273.168 0.0 0.000 0.0 0.0 6 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Detailed Steel Pole Usages: Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M /S. V /Q. T /R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft -k) (ft- k)(ft- k)(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) 9 sec 1 40P Origin 0.00 0.00 2.42 -0.01 0.00 -69.02 0.0 -3.81 0.00 -3.57 -0.11 3.24 0.20 0.00 3.37 8.5 1 sec 1 Tube 1 End 5.00 0.00 1.93 -0.01 0.00 -86.87 0.0 -3.81 0.00 -3.57 -0.11 4.08 0.20 0.00 4.21 10.5 1 sec 1 Tube 1 Origin 5.00 0.00 1.93 -0.01 0.00 -86.87 0.0 -4.36 0.00 -4.02 -0.12 4.08 0.23 0.00 4.23 10.6 1 sec 1 sec 1:30 End 10.00 0.00 1.49 -0.01 0.00 - 106.95 0.0 -4.36 0.00 -4.02 -0.12 5.03 0.23 0.00 5.17 13.0 1 sec 1 sec 1:30 Origin 10.00 0.00 1.49 -0.01 0.00 - 106.95 0.0 -4.92 0.00 -4.46 -0.14 -5.03 0.26 0.00 5.19 13.0 1 sec 1 Tube 1 End 15.00 0.00 1.08 -0.00 0.00 - 129.23 0.0 -4.92 0.00 -4.46 -0.14 6.07 0.26 0.00 6.23 15.6 1 sec 1 Tube 1 Origin 15.00 0.00 1.08 -0.00 0.00 - 129.23 -0.0 -5.48 0.00 -4.89 -0.16 6.07 0.28 0.00 6.25 15.7 1 sec 1 sec 1:20 End 20.00 0.00 0.72 -0.00 0.00 - 153.69 -0.0 -5.48 0.00 -4.89 -0.16 7.22 0.28 0.00 7.40 18.5 1 sec 1 sec 1:20 Origin 20.00 0.00 0.72 -0.00 0.00 - 153.69 -0.0 -6.04 0.00 -5.33 -0.17. 7.22 0.31 0.00 7.42 18.6 1 sec 1 Tube 1 End 25.00 -0.00 0.42 -0.00 0.00 - 180.33 -0.0 -6.04 0.00 -5.33 -0.17 8.48 0.31 0.00 8.67 21.7 1 sec 1 Tube 1 Origin 25.00 -0.00 0.42 -0.00 0.00 - 180.33 -0.0 -6.60 0.00 -5.76 -0.19 8.48 0.33 0.00 8.68 21.8 1 sec 1 Tube 1 End 30.00 -0.00 0.20 -0.00 0.01 - 209.13 -0.0 -6.60 0.00 -5.76 -0.19 9.83 0.33 0.00 10.04 25.2 1 sec 1 Tube 1 Origin 30.00 -0.00 0.20 -0.00 0.01 - 209.13 -0.0 -7.16 0.00 -6.19 -0.21 9.83 0.35 0.00 10.05 25.2 1 sec 1 Tube 1 . End 35.00 -0.00 0.05 -0.00 0.01 - 240.08 -0.0 -7.16 0.00 -6.19 -0.21 11.28 0.35 0.00 11.51 28.8 1 sec 1 Tube 1 Origin 35.00 -0.00 0.05 -0.00 0.01 - 240.08 -0.0 -7.73 0.00 -6.62 -0.22 11.28 0.38 0.00 11.53 28.9 1 sec 1 Gr OP End 40.00 0.00 0.00 0.00 0.01 - 273.17 -0.0 -7.73 0.00 -6.62 -0.22 12.84 0.38 0.00 13.08 32.8 1 sec2 Top 80P Origin 0.00 0.00 7.26 -0.04 0.00 0.00 0.0 -0.18 0.00 -0.18 -0.01 0.00 0.01 0.00 0.02 0.1 1 sec2 Tube 1 End 4.00 0.00 6.74 -0.03 0.00 -0.72 0.0 -0.18 0.00 -0.18 -0.01 0.05 0.01 0.00 0.06 0.2 1 sec2 Tube 1 Origin 4.00 0.00 6.74 -0.03 0.00 -0.72 0.0 -0.53 0.00 -0.54 -0.02 0.05 0.04 0.00 0.10 0.2 1 sec2 sec2:72 End 8.00 0.00 6.23 -0.03 0.00 -2.89 0.0 -0.53 0.00 -0.54 -0.02 0.21 0.04 0.00 0.24 0.6 1 sec2 sec2:72 Origin 8.00 0.00 6.23 -0.03 0.00 -2.89 0.0 -0.92 0.00 -0.94 -0.03 0.21 0.07 0.00 0.27 0.7 1 sec2 Tube 1 End 13.00 0.00 5.59 -0.03 0.00 -7.57 0.0 -0.92 0.00 -0.94 -0.03 0.56 0.07 0.00 0.61 1.5 1 sec2 Tube 1 Origin 13.00 0.00 5.59 -0.03 0.00 -7.57 0.0 -1.36 0.00 -1.37 -0.05 0.56 0.10 0.00 0.63 1.6 1 sec2 sec2:62 End 18.00 0.00 4.96 -0.02 0.00 -14.43 0.0 -1.36 0.00 -1.37 -0.05 1.07 0.10 0.00 1.13 2.8 1 sec2 sec2:62 Origin 18.00 0.00 4.96 -0.02 0.00 -14.43 0.0 -1.80 0.00 -1.79 -0.06 1.07 0.13 0.00 1.16 2.9 1 sec2 Tube 1 End 23.00 0.00 4.34 -0.02 0.00 -23.40 0.0 -1.80 0.00 -1.79 -0.06 1.74 0.13 0.00 1.81 4.5 1 sec2 Tube 1 Origin 23.00 0.00 4.34 -0.02 0.00 -23.40 0.0 -2.25 0.00 -2.21 -0.08 1.74 0.16 0.00 1.84 4.6 1 sec2 Tube 1 End 28.00 0.00 3.74 -0.02 0.00 -34.44 0.0 -2.25 0.00 -2.21 -0.08 2.55 0.16 0.00 2.65 6.6 1 sec2 Tube 1 Origin 28.00 0.00 3.74 -0.02 0.00 -34.44 0.0 -2.69 0.00 -2.61 -0.10 2.55 0.19 0.00 2.67 6.7 1 sec2 Tube 1 End 33.00 0.00 3.16 -0.01 0.00 -47.49 0.0 - 2.69 0.00 -2.61 -0.10 3.52 0.19 0.00 3.63 9.1 1 sec2 Tube 1 Origin 33.00 0.00 3.16 -0.01 0.00 -47.49 0.0 -3.06 0.00 -2.94 -0.11 3.52 0.21 0.00 3.65 9.1 1 sec2 Tube 1 End 36.50 0.00 2.78 -0.01 0.00 -57.79 0.0 -3.06 0.00 -2.94 -0.11 4.28 0.21 0.00 4.41 11.1 1 sec2 Tube 1 Origin 36.50 0.00 2.78 -0.01 0.00 -57.79 0.0 -3.37 0.00 -3.21 -0.12 4.28 0.23 0.00 4.42 11.1 1 sec2 40P End 40.00 0.00 2.42 -0.01 0.00 - 69.02 0.0 - 3.37 0.00 -3.21 -0.12 5.12 0.23 0.00 5.25 13.2 1 7 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com t +• Analysis Results for Load Case No. 2 "Existing Antennas 90mph" - Number of iterations in SAPS 11 Equilibrium Joint Positions and Rotations: Joint X -Displ Y -Displ Z -Displ X -Rot Y -Rot Z -Rot X -Pos Y -Pos Z -Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) Gr OP 0 0 0 0.0000 0.0000 - 0.0000 0 0 0 40P 0.288 1.196e -011 - 0.001556 - 0.0000 0.6967 - 0.0000 0.288 1.196e -011 40 Top 80P 0.913 4.889e -010 - 0.006624 - 0.0000 0.9762 - 0.0000 0.913 .4.889e -010 79.99 sec 1:30 0.175 - 1.378e -011 - 0.0008641 - 0.0000 0.5905 - 0.0000 0.175 - 1.378e -011 30 sec 1:20 0.084 - 1.676e -011 - 0.0003841 - 0.0000 0.4433 - 0.0000 0.084 - 1.676e -011 20 sec2:72 0.7769 3.616e -010 - 0.005453 - 0.0000 0.9697 - 0.0000 0.7769 3.616e -010 71.99 sec2:62 0.6101 2.133e -010 - 0.004032 - 0.0000 0.9355 - 0.0000 0.6101 2.133e -010 62 Joint Support Reactions: Joint Label X -Force % X Y -Force % Y Z -Force Comp. % Uplift % X- Moment % X -M. Y- Moment % Y -M. Z- Moment % Z -M. Max. % (kips) Usage (kips) Usage (kips) Usage Usage (ft -k) Usage (ft -k) Usage (ft -k) Usage Usage Gr OP -8.091 0.0 -0.000 0.0 9.296 0.0 0.0 0.000 0.0 - 373.445 0.0 0.000 0.0 0.0 1-I r "�3A SL- i- /� (I" 4-4 10 1-1 E ,1 1 C f J�A u�>` t,17 S IG -- � 8 of 1 2 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Detailed Steel Pole Usages: Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M /S. V /Q. T /R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft -k) (ft- k)(ft- k)(kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) 8 sec 1 40P Origin 0.00 0.00 3.46 -0.02 0.00 - 118.35 -0.0 -5.02 0.00 -4.83 -0.14 5.56 0.28 0.00 5.73 14.4 1 sec 1 Tube 1 End 5.00 -0.00 2.75 -0.01 0.00 - 142.49 -0.0 -5.02 0.00 -4.83 -0.14 6.70 0.28 0.00 6.86 17.2 1 sec 1 Tube 1 Origin 5.00 -0.00 2.75 -0.01 0.00 - 142.49 -0.0 -5.58 0.00 -5.28 -0.16 6.70 0.30 0.00 6.88 17.2 1 sec 1 sec 1:30 End 10.00 -0.00 2.10 -0.01 0.00 - 168.88 -0.0 -5.58 0.00 -5.28 -0.16 7.94 0.30 0.00 8.11 20.3 1 sec 1 sec 1:30 Origin 10.00 -0.00 2.10 -0.01 0.00 - 168.88 -0.0 -6.17 0.00 -5.74 -0.18 7.94 0.33 0.00 8.13 20.4 1 sec 1 Tube 1 End 15.00 -0.00 1.52 -0.01 0.01 - 197.59 -0.0 -6.17 0.00 -5.74 -0.18 9.29 0.33 0.00 9.48 23.8 1 sec 1 Tube 1 Origin 15.00 -0.00 1.52 -0.01 0.01 - 197.59 -0.0 -6.74 0.00 -6.18 -0.19 9.29 0.35 0.00 9.50 23.8 1 sec 1 sec 1:20 End 20.00 -0.00 1.01 -0.00 0.01 - 228.48 -0.0 -6.74 0.00 -6.18 -0.19 10.74 0.35 0.00 10.95 27.4 1 sec 1 sec 1:20 Origin 20.00 -0.00 1.01 -0.00 0.01 - 228.48 -0.0 -7.30 0.00 -6.61 -0.21 10.74 0.38 0.00 10.97 27.5 1 sec 1 Tube 1 End 25.00 -0.00 0.59 -0.00 0.01 - 261.53 -0.0 -7.30 0.00 -6.61 -0.21 12.29 0.38 0.00 12.52 31.4 1 sec 1 Tube 1 Origin 25.00 -0.00 0.59 -0.00 0.01 - 261.53 -0.0 -7.87 0.00 -7.04 -0.23 12.29 0.40 0.00 12.54 31.4 1 sec 1 Tube 1 End 30.00 -0.00 0.27 -0.00 0.01 - 296.72 -0.0 -7.87 0.00 -7.04 -0.23 13.95 0.40 0.00 14.19 35.6 1 sec 1 Tube 1 Origin 30.00 -0.00 0.27 -0.00 0.01 - 296.72 -0.0 -8.43 0.00 -7.46 -0.24 13.95 0.43 0.00 14.21 35.6 1 sec 1 Tube 1 End 35.00 -0.00 0.07 -0.00 0.01 - 334.03 -0.0 -8.43 0.00 -7.46 -0.24 15.70 0.43 0.00 15.96 40.0 1 sec 1 Tube 1 Origin 35.00 -0.00 0.07 -0.00 0.01 - 334.03 -0.0 -9.01 0.00 -7.88 -0.26 15.70 0.45 0.00 15.98 40.0 1 sec 1 Gr OP End 40.00 0.00 0.00 0.00 0.01 - 373.44 -0.0 -9.01 0.00 -7.88 -0.26 17.55 0.45 0.00 17.83 44.7 1 sec2 Top 80P Origin 0.00 0.00 10.96 -0.08 0.00 0.00 0.0 -1.30 0.00 -1.30 -0.05 0.00 0.09 0.00 0.17 0.4 1 sec2 Tube 1 End 4.00 0.00 10.14 -0.07 0.00 -5.20 0.0 -1.30 0.00 -1.30 -0.05 0.39 0.09 0.00 0.46 1.2 1 sec2 Tube 1 Origin 4.00 0.00 10.14 -0.07 0.00 -5.20 0.0 -1.65 0.00 -1.66 -0.06 0.39 0.12 0.00 0.49 1.2 1 sec2 sec2:72 End 8.00 0.00 9.32 -0.07 0.00 -11.84 0.0 -1.65 0.00 -1.66 -0.06 0.88 0.12 0.00 0.96 2.4 1 sec2 sec2:72 Origin 8.00 0.00 9.32 -0.07 0.00 -11.84 0.0 -2.14 0.00 -2.20 -0.08 0.88 0.16 0.00 0.99 2.5 1 sec2 Tube 1 End 13.00 0.00 8.31 -0.06 0.00 -22.82 0.0 -2.14 0.00 -2.20 -0.08 1.69 0.16 0.00 1.79 4.5 1 sec2 Tube 1 Origin 13.00 0.00 8.31 -0.06 0.00 -22.82 0.0 -2.57 0.00 -2.63 -0.09 1.69 0.19 0.00 1.81 4.5 1 sec2 sec2:62 End 18.00 0.00 7.32 -0.05 0.00 -35.98 0.0 -2.57 0.00 -2.63 -0.09 2.67 0.19 0.00 2.78 7.0 1 sec2 sec2:62 Origin 18.00 0.00 7.32 -0.05 0.00 -35.98 0.0 -3.01 0.00 -3.06 -0.11 2.67 0.22 0.00 2.80 7.0 1 sec2 Tube 1 End 23.00 0.00 6.36 -0.04 0.00 -51.26 0.0 -3.01 0.00 -3.06 -0.11 3.80 0.22 0.00 3.93 9.8 1 sec2 Tube 1 Origin 23.00 0.00 6.36 -0.04 0.00 -51.26 0.0 -3.45 0.00 -3.47 -0.12 3.80 0.25 0.00 3.95 9.9 1 sec2 Tube 1 End 28.00 0.00 5.43 -0.03 0.00 -68.62 0.0 -3.45 0.00 -3.47 -0.12 5.09 0.25 0.00 5.23 13.1 1 sec2 Tube 1 Origin 28.00 0.00 5.43 -0.03 0.00 -68.62 0.0 -3.90 0.00 -3.87 -0.14 5.09 0.28 0.00 5.25 13.2 1 sec2 Tube 1 End 33.00 0.00 4.56 -0.03 0.00 -87.98 0.0 -3.90 0.00 -3.67 -0.14 6.52 0.28 0.00 6.68 16.7 1 sec2 Tube 1 Origin 33.00 0.00 4.56 -0.03 0.00 -87.98 0.0 -4.27 0.00 -4.21 -0.15 6.52 0.30 0.00 6.70 16.8 1 sec2 Tube 1 End 36.50 0.00 3.99 -0.02 0.00 - 102.70 0.0 -4.27 0.00 -4.21 -0.15 7.61 0.30 0.00 7.79 19.5 1 sec2 Tube 1 Origin 36.50 0.00 3.99 -0.02 0.00 - 102.70 -0.0 - 4.58 0.00 -4.47 -0.16 7.61 0.32 0.00 7.80 19.5 1 sec2 40P End 40.00 0.00 3.46 -0.02 0.00 - 118.35 -0.0 -4.58 0.00 -4.47 -0.]6 8.77 0.32 0.00 8.96 22.4 1 9 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com * ** Analysis Results for Load Case No. 3 "Existing Antennas 77mph w/ 1/2" Radial Ice" - Number of iterations in SAPS 11 Equilibrium Joint Positions and Rotations: Joint X -Displ Y -Displ Z -Displ X -Rot Y -Rot Z -Rot X -Pos Y -Pos Z -Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) Gr OP 0 0 0 0.0000 0.0000 - 0.0000 0 0 0 40P 0.2158 2.129e -011 - 0.001056 - 0.0000 0.5220 - 0.0000 0.2158 2.129e -011 40 Top 80P 0.6836 2.564e -010 - 0.004001 - 0.0000 0.7301 - 0.0000 0.6836 2.564e -010 80 sec 1:30 0.1312 4.076e -012 - 0.0006318 - 0.0000 0.4425 - 0.0000 0.1312 4.076e -012 30 sec 1:20 0.06297 -2.32e -012 - 0.0003201 - 0.0000 0.3322 - 0.0000 0.06297 -2.32e -012 20 sec2:72 0.5818 1.954e -010 - 0.003334 - 0.0000 0.7253 - 0.0000 0.5818 1.954e -010 72 sec2:62 0.457 1.239e -010 - 0.002516 - 0.0000 0.7000 - 0.0000 0.457 1.239e -010 62 Joint Support Reactions: Joint Label X -Force % X Y -Force % Y Z -Force Comp. % Uplift % X- Moment % X -M. Y- Moment % Y -M. Z- Moment % Z -M. Max. % (kips) Usage (kips).Usage (kips) Usage Usage (ft -k) Usage (ft -k) Usage (ft -k) Usage Usage Gr OP -6.068 0.0 -0.000 0.0 11.167 0.0 0.0 0.000 0.0 - 279.974 0.0 0.000 0.0 0.0 • 10 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Detailed Steel Pole Usages: Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M /S. V /Q. T /R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft -k) (ft- k)(ft -k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) sec 1 40P Origin 0.00 0.00 2.59 -0.01 0.00 -88.45 0.0 -6.23 0.00 -3.63 -0.18 4.16 0.21 0.00 4.35 10.9 1 sec 1 Tube 1 End 5.00 0.00 2.06 -0.01 0.00 - 106.59 0.0 -6.23 0.00 -3.63 -0.18 5.01 0.21 0.00 5.20 13.0 1 sec 1 Tube 1 Origin 5.00 0.00 2.06 -0.01 0.00 - 106.59 -0.0 -6.88 0.00 -3.96 -0.20 5.01 0.23 0.00 5.22 13.1 1 sec 1 sec 1:30 End 10.00 0.00 1.57 -0.01 0.00 - 126.41 -0.0 -6.88 0.00 -3.96 -0.20 5.94 0.23 0.00 6.15 15.4 1 sec 1 sec 1:30 Origin 10.00 0.00 1.57 -0.01 0.00 - 126.41 -0.0 -7.57 0.00 -4.31 -0.22 5.94 0.25 0.00 6.17 15.5 1 sec 1 Tube 1 End 15.00 -0.00 1.14 -0.01 0.00 - 147.98 -0.0 -7.57 0.00 -4.31 -0.22 6.96 0.25 0.00 7.19 18.0 1 sec 1 Tube 1 Origin 15.00 -0.00 1.14 -0.01 0.00 - 147.98 -0.0 -8.22 0.00 -4.64 -0.24 6.96 0.27 0.00 7.21 18.1 1 sec 1 sec 1:20 End 20.00 -0.00 0.76 -0.00 0.00 - 171.18 -0.0 -8.22 0.00 -4.64 -0.24 8.05 0.27 0.00 8.29 20.8 1 sec 1 sec 1:20 Origin 20.00 -0.00 0.76 -0.00 0.00 - 171.18 -0.0 -8.87 0.00 -4.96 -0.25 8.05 0.28 0.00 8.32 20.8 1 sec 1 Tube 1 End 25.00 -0.00 0.44 -0.00 0.01 - 195.99 -0.0 -8.87 0.00 -4.96 -0.25 9.21 0.28 0.00 9.48 23.8 1 sec 1 Tube 1 Origin 25.00 -0.00 0.44 -0.00 0.01 - 195.99 -0.0 -9.53 0.00 -5.28 -0.27 9.21 0.30 0.00 9.50 23.8 1 sec 1 Tube 1 End 30.00 -0.00 0.20 -0.00 0.01 - 222.41 -0.0 -9.53 0.00 -5.28 -0.27 10.45 0.30 0.00 10.74 26.9 1 sec 1 Tube 1 Origin 30.00 -0.00 0.20 -0.00 0.01 - 222.41 -0.0 -10.18 0.00 -5.60 -0.29 10.45 0.32 0.00 10.76 27.0 1 sec 1 Tube 1 End 35.00 -0.00 0.05 -0.00 0.01 - 250.41 -0.0 -10.18 0.00 -5.60 -0.29 11.77 0.32 0.00 12.07 30.3 1 sec 1 Tube 1 Origin 35.00 -0.00 0.05 -0.00 0.01 - 250.41 -0.0 -10.84 0.00 -5.91 -0.31 11.77 0.34 0.00 12.10 30.3 1 sec 1 Gr OP End 40.00 0.00 0.00 0.00 0.01 - 279.97 -0.0 -10.84 0.00 -5.91 -0.31 13.16 0.34 0.00 13.48 33.8 1 sec2 Top 80P Origin 0.00 0.00 8.20 -0.05 0.00 0.00 0.0 -1.86 0.00 -0.95 -0.07 0.00 0.07 0.00 0.14 0.3 1 sec2 Tube 1 End 4.00 0.00 7.59 -0.04 0.00 -3.81 0.0 -1.86 0.00 -0.95 -0.07 0.28 0.07 0.00 0.37 0.9 1 sec2 Tube 1 Origin 4.00 0.00 7.59 -0.04 0.00 -3.81 0.0 -2.27 0.00 -1.23 -0.08 0.28 0.09 0.00 0.40 1.0 1 sec2 sec2:72 End 8.00 0.00 6.98 -0.04 0.00 -8.73 0.0 -2.27 0.00 -1.23 -0.08 0.65 0.09 0.00 0.74 1.9 1 sec2 sec2:72 Origin 8.00 0.00 6.98 -0.04 0.00 -8.73 0.0 -2.87 0.00 -1.63 -0.10 0.65 0.12 0.00 0.78 1.9 1 sec2 Tube 1 End 13.00 0.00 6.23 -0.04 0.00 -16.88 0.0 -2.87 0.00 -1.63 -0.10 1.25 0.12 0.00 1.37 3.4 1 sec2 Tube 1 Origin 13.00 0.00 6.23 -0.04 0.00 -16.88 0.0 -3.38 0.00 -1.96 -0.12 1.25 0.14 0.00 1.39 3.5 1 sec2 sec2:62 End 18.00 0.00 5.48 -0.03 0.00 -26.69 0.0 -3.38 0.00 -1.96 -0.12 1.98 0.14 0.00 2.11 5.3 1 sec2 sec2:62 Origin 18.00 0.00 5.48 -0.03 0.00 -26.69 0.0 -3.89 0.00 -2.29 -0.14 1.98 0.16 0.00 2.14 5.4 1 sec2 Tube 1 End 23.00 0.00 4.76 -0.03 0.00 -38.12 0.0 -3.89 0.00 -2.29 -0.14 2.83 0.16 0.00 2.98 7.5 1 sec2 Tube 1 Origin 23.00 0.00 4.76 -0.03 0.00 -38.12 0.0 -4.41 0.00 -2.60 -0.16 2.83 0.19 0.00 3.00 7.5 1 sec2 Tube 1 End 28.00 0.00 4.07 -0.02 0.00 -51.12 0.0 -4.41 0.00 -2.60 -0.16 3.79 0.19 0.00 3.96 9.9 1 sec2 Tube 1 Origin 28.00 0.00 4.07 -0.02 0.00 -51.12 0.0 -4.92 0.00 -2.90 -0.18 3.79 0.21 0.00 3.98 10.0 1 sec2 Tube 1 End 33.00 0.00 3.42 -0.02 0.00 -65.64 0.0 -4.92 0.00 -2.90 -0.18 4.87 0.21 0.00 5.06 12.7 1 sec2 Tube 1 Origin 33.00 0.00 3.42 -0.02 0.00 -65.64 0.0 -5.36 0.00 -3.16 -0.19 4.87 0.23 0.00 5.07 12.7 1 sec2 Tube 1 End 36.50 0.00 2.99 -0.01 0.00 -76.69 0.0 -5.36 0.00 -3.16 -0.19 5.69 0.23 0.00 5.89 14.8 1 sec2 Tube 1 Origin 36.50 0.00 2.99 -0.01 0.00 -76.69 0.0 -5.72 0.00 -3.36 -0.21 5.69 0.24 0.00 5.91 14.8 1 sec2 40P End 40.00 0.00 2.59 -0.01 0.00 - 88.45 0.0 - 5.72 0.00 -3.36 - 0.21 6.56 0.24 0.00 6.78 17.0 1 • l lof12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com * ** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress Summary of Steel Pole Usages: Steel Pole Maximum Load Case Segment Weight Label Usage % - Number (ibs) sec 1 44.68 Existing Antennas 90mph 8 4459.6 sec2 22.45 Existing Antennas 90mph 9 3556.4 * ** Maximum Stress Summary for Each Load Case Summary of Maximum Usages by Load Case: • Load Case Maximum Element Element Usage % Label Type Empty Pole 90mph 32.78 sec 1 Steel Pole Existing Antennas 90mph 44.68 sec 1 Steel Pole Existing Antennas 77mph w/ 1/2" Radial Ice 33.79 sec 1 Steel Pole Summary of Steel Pole Usages by Load Case: Load Case Maximum Steel Pole Segment Usage % Label Number Empty Pole 90mph 32.78 sec 1 8 Existing Antennas 90mph 44.68 sec 1 8 Existing Antennas 77mph w/ 1/2" Radial Ice 33.79 sec 1 8 * ** Weight of structure (lbs): Weight of Steel Poles: 8016.0 Total: 8016.0 * ** End of Report 12 of 12 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com * * * PLS -POLE * * POLE AND FRAME ANALYSIS AND DESIGN Power Line Systems, Inc. (C) 1999 Project Name : Sprint PCS - P054XC009 - 80 -ft Andrew Monopole Project Notes: Existing and Proposed Antennas, Wind 90 mph w/ 1/2" Radial Ice Project File : c: \pls \pls_pole \projects \02020.39_02.pol Date run : 9:30:22 PM Thursday, August 01, 2002 by : PLS -POLE Version 5.39 Licensed to : Artisan Engineering Successfully performed nonlinear analysis The model has 0 warnings. • Modeling options: Offset Arms from Pole /Mast: Yes Offset Braces from Pole /Mast: Yes Offset Guys from Pole /Mast: Yes Offset Posts from Pole /Mast: Yes Use Alternate Convergence Process: No Steel poles checked with TIA /EIA 222 -F 1 of 10 ARTISAN ENGINEERING, LLC • 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Joints Geometry: Joint Symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code (ft) (ft) (ft) Rest. Rest. Rest. Rest. Rest. Rest. Gr OP None 0 0 0 Fixed Fixed Fixed Fixed Fixed Free 40P None 0 0 40 Free Free Free Free Free Free Top 80P None 0 0 80 Free Free Free Free Free Free Default Modulus of Elasticity for Steel = 29000.00 (ksi) Default Weight Density for Steel = 490.00 (lbs /ft ^3) Steel Pole Properties: Steel Pole Stock Length Buried Shape Tip Base Taper Drag Tubes Modulus of Weight Shape Strength Distance Ultimate Ultimate Property Number Length Diameter Diameter Coef. Elasticity Density At Check From Trans. Long. Label Override Override Base Type Tip Load Load (ft) (ft) (in) (in) (in /ft) (ksi) (lbs /ft ^3) (ft) (kips) (kips) Andrew 24 "ODx.375t 40ft Length 40.00 0 0 24 24 0 1 1 tube 29000 460 Calculated 0.000 0.0000 0.0000 Andrew 30 "ODx.375t 40ft Length 40.00 0 0 30 30 0 1 1 tube 29000 460 Calculated 0.000 0.0000 0.0000 Tubes for property "Andrew 24 "ODx.375t ": Length Thickness Lap Yield Tube Calculated Length Stress Weight Taper (ft) (in) (ft) (ksi) (lbs) (in /ft) 40 0.375 0 50 3556 0.00000 Tubes for property "Andrew 30 "ODx.375t ": Length Thickness Lap Yield Tube Calculated Length Stress Weight Taper (ft) (in) (ft) (ksi) (lbs) (in /ft) 40 0.375 0 50 4460 0.00000 Steel Pole Connectivity: Pole Tip Base X of Y of Z of Inclin. Inclin. Property Attach. Base Embed % Embed C. Label Joint Joint Base Base Base About X About Y Set Labels Connect Override Override (ft) (ft) (ft) (deg) (deg) (ft) sec 1 40P Gr OP 0 0 0 0 0 Andrew 30 "ODx.375t 3 labels 0.00 0 sect Top 80P 40P 0 0 0 0 0 Andrew 24 "ODx.375t 2 labels 0.00 0 2of 10 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Joints relative to "sec 1 ": Joint Distance From Global Z Label Origin /Top Joint of Attach (ft) (ft) sec 1:10 0.00 10.00 sec 1:20 0.00 20.00 sec 1:30 0.00 30.00 Joints relative to "sect ": Joint Distance From Global Z Label Origin /Top Joint of Attach - (ft) (ft) sec2:62 0.00 62.00 sec2:72 0.00 72.00 3of 10 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Pole Steel Properties: Element Joint Joint Rel. Outer Area T- Moment L- Moment D/t W/t Fy Fa ASCE Cap ASCE Cap Label Label Position Dist. Diam. Inertia Inertia Max. Min. Trans. Long. (ft) (in) (in ^ 2) (in ^4) (in ^ 4) (ksi) (ksi) (ft -k) (ft -k) sec 1 40P 40P Ori 0.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:0 Tube 1 End 5.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:0 Tube 1 Ori 5.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:30 sec 1:30 End 10.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:30 sec 1:30 Ori 10.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:1 Tube 1 End 15.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:1 Tube 1 Ori 15.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:20 sec 1:20 End 20.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:20 sec 1:20 Ori 20.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:2 Tube 1 End 25.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:2 Tube 1 Ori 25.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 sec 1:10 sec 1:10 End 30.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 • sec 1 sec 1:10 sec 1:10 Ori 30.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:3 Tube 1 End 35.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Hsec 1:3 Tube 1 Ori 35.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec 1 Gr OP Gr OP End 40.00 30.00 34.90 3829.44 3829.44 80.00 0.0 50.00 50.00 1063.73 1063.73 sec2 Top 80P Top 80P Ori 0.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:4 Tube 1 End 4.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:4 Tube 1 On 4.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:72 sec2:72 End 8.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:72 sec2:72 Ori 8.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:5 Tube 1 End 13.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:5 Tube 1 Ori 13.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:62 sec2:62 End 18.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 sec2:62 sec2:62 Ori 18.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:6 Tube 1 End 23.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:6 Tube 1 Ori 23.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:7 Tube 1 End 28.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:7 Tube 1 Ori 28.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:8 Tube 1 End 33.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:8 Tube 1 Ori 33.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:9 Tube 1 End 36.50 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 Hsec2:9 Tube 1 Ori 36.50 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 sec2 40P 40P End 40.00 24.00 27.83 1942.30 1942.30 64.00 0.0 50.00 50.00 674.41 674.41 4of 10 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Linear Appurtenances: Description From To Quantity Shape Location Unit Width or Perimeter Weight Diameter (lbs /ft) (in) (in) Cables sec 1:10 sec2:62 2 Round Outside 0.4 1 3 * Loads Data Loads from file: c: \pls \pls_pole \projects \02020.39_02.eia BIA Rev. F Load Cases: • Load Case Dead Load Wind Load Ice Load Strength Allowable Basic Wind Ice Ice Temperature Point Joint Description Factor Factor Factor Factor Stress Wind Dir. Thick. Density Loads Displ. Increase Speed Factor (mph) (Deg) (in) (lbs /ft ^3) (deg F) Existing and Proposed Antennas 90mpn 1.0000 1.0000 1.0000 1.0000 1.3300 90.000 0 0.0000 0.0000 56.000 13 loads Existing and Proposed Antennas 77mph w/ 1/2" Radial Ice 1.0000 1.0000 1.0000 1.0000 1.3300 76.500 0 0.5000 56.0000 32.000 13 loads Point Loads for Load Case "Existing and Proposed Antennas 90mph ": Joint Force Force Force Moment Moment Moment Label X -Dir Y -Dir Vertical X -Axis Y -Axis Z -Axis (lbs) (lbs) (lbs) (ft -lbs) (ft -lbs) (ft -lbs) Top 80P 439 0 350 0 0 0 Top 80P 205 -17 350 0 0 0 Top 80P 205 17 350 0 0 0 sec 1:30 29 0 40 0 0 0 Top 80P 129 0 30 0 0 0 Top 80P 60 -5 30 0 0 0 . Top 80P 60 5 30 0 0 0 sec2:72 50 0 50 0 0 0 sec2:72 84 0 50 0 0 0 sec2:62 360 0 350 0 0 0 sec2:62 168 -14 350 0 0 0 sec2:62 168 14 350 0 0 0 sec 1:30 25 0 40 0 0 0 Sof 10 • ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www artisanengineering.com Point Loads for Load Case "Existing and Proposed Antennas 77mph w/ 1/2" Radial Ice ": Joint Force Force Force Moment Moment Moment Label X -Dir Y -Dir Vertical X -Axis Y -Axis Z -Axis (lbs) (lbs) (lbs) (ft -lbs) (ft -lbs) (ft -lbs) Top 80P 317 0 486 0 0 0 Top 80P 148 -12 486 0 0 0 Top 80P 148 12 486 0 0 0 sec 1:30 21 0 48 0 0 0 Top 80P 93 0 70 0 0 0 Top 80P 44 -4 70 0 0 0 Top 80P 44 4 70 0 0 0 sec2:72 36 0 66 0 0 0 sec2:72 61 0 68 0 0 0 sec2:62 260 0 470 0 0 0 sec2:62 122 -10 470 0 0 0 sec2:62 122 10 470 0 0 0 sec 1:30 18 0 48 0 0 0 * ** Analysis Results: Maximum element utilization is 51.77% for Steel Pole "sec 1" in load case "Existing and Proposed Antennas 90mph" * ** Analysis Results for Load Case No. 1 "Existing and Proposed Antennas 90mph" - Number of iterations in SAPS 11 Equilibrium Joint Positions and Rotations: Joint X -Displ Y -Displ Z -Displ X -Rot Y -Rot . Z -Rot X -Pos Y -Pos Z -Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) Gr OP 0 0 0 0.0000 0.0000 - 0.0000 0 0 0 40P 0.3347 - 1.372e -011 - 0.002048 - 0.0000 0.8094 - 0.0000 0.3347 - 1.372e -011 40 Top 80P 1.054 6.367e -010 - 0.008744 - 0.0000 1.1170 - 0.0000 1.054 6.367e -010 79.99 sec 1:30 0.2033 - 4.137e -011 - 0.001121 - 0.0000 0.6863 - 0.0000 0.2033 - 4.137e -011 30 sec 1:20 0.09756 - 3.579e -011 - 0.0004842 - 0.0000 0.5151 - 0.0000 0.09756 - 3.579e -011 20 sec 1:10 0.02636 - 1.323e -011 - 0.0001399 - 0.0000 0.2886 - 0.0000 0.02636 - 1.323e -011 10 sec2:72 0.8987 4.63e -010 - 0.007215 - 0.0000 1.1105 - 0.0000 0.8987 4.63e -010 71.99 sec2:62 0.7073 2.598e -010 - 0.005354 - 0.0000 1.0762 - 0.0000 0.7073 2.598e -010 61.99 Joint Support Reactions: Joint Label X -Force % X Y -Force % Y Z -Force Comp. % Uplift % X- Moment % X -M. Y- Moment % Y -M. Z- Moment % Z -M. Max. % (kips) Usage (kips) Usage (kips) Usage Usage (ft -k) Usage (ft -k) Usage (ft -k) Usage Usage Gr OP -9.198 0.0 -0.000 0.0 10.428 0.0 0.0 0.000 0.0 - 432.905 0.0 0.000 0.0 0.0 (.. .L- �l / IA, '-, T Wr � �' 6of 10 . rAS E , 5 6,Af' . ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Detailed Steel Pole Usages: Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M /S. V /Q. T /R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft -k) (ft- k)(ft -k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) sec 1 40P Origin 0.00 -0.00 4.02 -0.02 0.00 - 136.28 -0.0 -6.07 0.00 -5.74 -0.17 6.41 0.33 0.00 6.60 16.6 1 sec 1 Tube 1 End 5.00 -0.00 3.20 -0.02 0.00 - 164.99 -0.0 -6.07 0.00 -5.74 -0.17 7.76 0.33 0.00 7.95 19.9 1 sec 1 Tube 1 Origin 5.00 -0.00 3.20 -0.02 0.00 - 164.99 -0.0 -6.63 0.00 -6.22 -0.19 7.76 0.36 0.00 7.97 20.0 1 sec 1 sec 1:30 End 10.00 -0.00 2.44 -0.01 0.01 - 196.11 -0.0 -6.63 0.00 -6.22 -0.19 9.22 0.36 0.00 9.43 23.6 1 sec 1 sec 1:30 Origin 10.00 -0.00 2.44 -0.01 0.01 - 196.11 -0.0 -7.27 0.00 -6.75 -0.21 9.22 0.39 0.00 9.45 23.7 1 sec 1 Tube 1 End 15.00 -0.00 1.76 -0.01 0.01 - 229.86 -0.0 -7.27 0.00 -6.75 -0.21 10.80 0.39 0.00 11.03 27.7 1 sec 1 Tube 1 Origin 15.00 -0.00 1.76 -0.01 0.01 - 229.86 -0.0 -7.84 0.00 -7.22 -0.22 10.80 0.41 0.00 11.05 27.7 1 sec 1 sec 1:20 End 20.00 -0.00 1.17 -0.01 0.01 - 265.94 -0.0 -7.84 0.00 -7.22 -0.22 12.50 0.41 0.00 12.75 31.9 1 sec 1 sec 1:20 Origin 20.00 -0.00 1.17 -0.01 0.01 - 265.94 -0.0 -8.41 0.00 -7.68 -0.24 12.50 0.44 0.00 12.76 32.0 1 sec 1 Tube 1 End 25.00 -0.00 0.68 -0.00 0.01 - 304.35 -0.0 -8.41 0.00 -7.68 -0.24 14.31 0.44 0.00 14.57 36.5 1 sec 1 Tube 1 Origin 25.00 -0.00 0.68 -0.00 0.01 - 304.35 -0.0 -8.98 0.00 -8.14 -0.26 14.31 0.47 0.00 14.59 36.6 1 sec 1 sec 1:10 End 30.00 -0.00 0.32 -0.00 0.01 - 345.05 -0.0 -8.98 0.00 -8.14 -0.26 16.22 0.47 0.00 16.50 41.3 1 sec 1 sec 1:10 Origin 30.00 -0.00 0.32 -0.00 0.01 - 345 -0.0 -9.56 0.00 -8.58 -0.27 16.22 0.49 0.00 16.51 41.4 1 sec 1 Tube 1 End 35.00 -0.00 0.08 -0.00 0.01 - 387.94 -0.0 -9.56 0.00 -8.58 -0.27 18.23 0.49 0.00 18.53 46.4 1 sec 1 Tube 1 Origin 35.00 -0.00 0.08 -0.00 0.01 - 387.94 -0.0 -10.14 0.00 -8.99 -0.29 18.23 0.52 0.00 18.55 46.5 1 sec 1 Gr OP End 40.00 0.00 0.00 0.00 0.01 - 432.90 -0.0 -10.14 0.00 -8.99 -0.29 20.35 0.52 0.00 20.66 51.8 1 sec2 Top 80P Origin 0.00 0.00 12.65 -0.10 0.00 0.00 0.0 -1.29 0.00 -1.30 -0.05 0.00 0.09 0.00 0.17 0.4 1 sec2 Tube 1 End 4.00 0.00 11.72 -0.10 0.00 -5.21 0.0 -1.29 0.00 -1.30 -0.05 0.39 0.09 0.00 0.46 1.2 1 sec2 Tube 1 Origin 4.00 0.00 11.72 -0.10 0.00 -5.21 0.0 -1.64 0.00 -1.66 -0.06 0.39 0.12 0.00 0.49 1.2 1 sec2 sec2:72 End 8.00 0.00 10.78 -0.09 0.00 -11.87 0.0 -1.64 0.00 -1.66 -0.06 0.88 0.12 0.00 0.9G 2.4 1 sec2 sec2:72 Origin 8.00 0.00 10.78 -0.09 0.00 -11.87 0.0 -2.13 0.00 -2.20 -0.08 0.88 0.16 0.00 1.00 2.5 1 sec2 Tube 1 End 13.00 0.00 9.63 -0.08 0.00 -22.88 0.0 -2.13 0.00 -2.20 -0.08 1.70 0.16 0.00 1.79 4.5 1 sec2 Tube 1 Origin 13.00 0.00 9.63 -0.08 0.00 -22.88 0.0 -2.57 0.00 -2.64 -0.09 1.70 0.19 0.00 1.82 4.6 1 sec2 sec2:62 End 18.00 0.00 8.49 -0.06 0.00 -36.07 0.0 -2.57 0.00 -2.64 -0.09 2.67 0.19 0.00 2.79 7.0 1 sec2 sec2:62 Origin 18.00 0.00 8.49 -0.06 0.00 -36.07 0.0 -4.04 0.00 -3.80 -0.15 2.67 0.27 0.00 2.86 7.2 1 sec2 Tube 1 End 23.00 0.00 7.38 -0.05 0.00 -55.07 0.0 -4.04 0.00 -3.80 -0.15 4.08 0.27 0.00 4.25 10.7 1 sec2 Tube 1 Origin 23.00 0.00 7.38 -0.05 0.00 -55.07 0.0 -4.49 0.00 -4.26 -0.16 4.08 0.31 0.00 4.28 10.7 1 sec2 Tube 1 End 28.00 0.00 6.31 -0.04 0.00 -76.34 0.0 -4.49 0.00 -4.26 -0.16 5.66 0.31 0.00 5.85 14.6 1 sec2 Tube 1 Origin 28.00 0.00 6.31 -0.04 0.00 -76.34 0.0 -4.93 0.00 -4.70 -0.18 5.66 0.34 0.00 5.87 14.7 1 sec2 Tube 1 End 33.00 0.00 5.30 -0.03 0.00 -99.83 0.0 -4.93 0.00 -4.70 -0.18 7.40 0.34 0.00 7.60 19.1 1 sec2 Tube 1 Origin 33.00 0.00 5.30 -0.03 0.00 -99.83 0.0 -5.31 0.00 -5.06 -0.19 7.40 0.36 0.00 7.62 19.1 1 sec2 Tube 1 End 36.50 0.00 4.63 -0.03 0.00 - 117.55 0.0 -5.31 0.00 -5.06 -0.19 8.71 0.36 0.00 8.93 22.4 1 sec2 Tube 1 Origin 36.50 0.00 4.63 -0.03 0.00 - 117.55 -0.0 -5.63 0.00 -5.35 -0.20 8.71 0.38 0.00 8.94 22.4 1 sec2 40P End 40.00 -0.00 4.02 -0.02 0.00 - 136.28 -0-0 -5.63 0.00 -5.35 -0.20 10.10 0.38 0.00 10.33 25.9 1 7of 10 • ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering corn *k Analysis Results for Load Case No. 2 "Existing and Proposed Antennas 77mph w/ 1/2" Radial Ice" - Number of iterations in SAPS 11 Equilibrium Joint Positions and Rotations: Joint X -Displ Y -Displ Z -Displ X -Rot Y -Rot Z -Rot X -Pos Y -Pos Z -Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) Gr OP 0 0 0 0.0000 0.0000 - 0.0000 0 0 0 40P 0.2571 2.397e -011 - 0.001416 - 0.0000 0.6203 - 0.0000 0.2571 2.397e -011 40 Top 80P 0.8063 3.756e -010 - 0.00544 - 0.0000 0.8509 - 0.0000 0.8063 3.756e -010 79.99 sec 1:30 0.1564 - 3.196e -013 - 0.0008285 - 0.0000 0.5269 - 0.0000 0.1564 - 3.196e -013 30 sec 1:20 0.0751 - 7.388e -012 - 0.0004036 - 0.0000 0.3961 - 0.0000 0.0751 - 7.388e -012 20 sec 1:10 0.02031 - 3.621e -012 - 0.0001445 - 0.0000 0.2222 - 0.0000 0.02031 - 3.621e -012 10 sec2:72 0.6877 2.853e -010 - 0.004541 - 0.0000 0.8460 - 0.0000 0.6877 2.853e -010 72 sec2:62 0.5418 1.787e -010 - 0.003438 - 0.0000 0.8206 - 0.0000 0.5418 1.787e -010 62 Joint Support Reactions: Joint Label X -Force % X Y -Force % Y Z -Force Comp. % Uplift % X- Moment % X -M. Y- Moment % Y -M. Z- Moment % Z -M. Max. % (kips) Usage (kips) Usage (kips) Usage Usage (ft -k) Usage (ft -k) Usage (ft -k) Usage Usage Gr OP -7.147 0.0 -0.000 0.0 12.727 0.0 0.0 0.000 0.0 - 333.742 0.0 0.000 0.0 0.0 (// , . . • . 8of 10 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone 541 - 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com Detailed Steel Pole Usages: Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M /S. V /Q. T /R. Res. Max. At Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage Pt. (ft) (in) (in) (in) (ft -k) (ft- k)(ft -k) (kips) (kips) (kips) (ksi) (ksi) (ksi) (ksi) (ksi) sec 1 40P Origin 0.00 0.00 3.09 -0.02 0.00 - 103.07 0.0 -7.67 0.00 -4.44 -0.22 4.84 0.25 0.00 5.08 12.7 1 sec 1 Tube 1 End 5.00 0.00 2.46 -0.01 0.00 - 125.25 0.0 -7.67 0.00 -4.44 -0.22 5.89 0.25 0.00 6.12 15.3 1 sec 1 Tube 1 Origin 5.00 0.00 2.46 -0.01 0.00 - 125.25 -0.0 -8.33 0.00 -4.82 -0.24 5.89 0.28 0.00 6.14 15.4 1 sec 1 sec 1:30 End 10.00 -0.00 1.88 -0.01 0.00 - 149.37 -0.0 -8.33 0.00 -4.82 -0.24 7.02 0.28 0.00 7.28 18.2 1 sec 1 sec 1:30 Origin 10.00 -0.00 1.88 -0.01 0.00 - 149.37 -0.0 -9.08 0.00 -5.24 -0.26 7.02 0.30 0.00 7.30 18.3 1 sec 1 Tube 1 End 15.00 -0.00 1.35 -0.01 0.00 - 175.57 -0.0 -9.08 0.00 -5.24 -0.26 8.25 0.30 0.00 8.53 21.4 1 sec 1 Tube 1 Origin 15.00 -0.00 1.35 -0.01 0.00 - 175.57 -0.0 -9.74 0.00 -5.61 -0.28 8.25 0.32 0.00 8.55 21.4 1 sec 1 sec 1:20 End 20.00 -0.00 0.90 -0.00 0.01 - 203.64 -0.0 -9.74 0.00 -5.61 -0.28 9.57 0.32 0.00 9.87 24.7 1 sec 1 sec 1:20 Origin 20.00 -0.00 0.90 -0.00 0.01 - 203.64 -0.0 -10.41 0.00 -5.98 -0.30 9.57 0.34 0.00 9.89 24.8 1 sec 1 Tube 1 End 25.00 -0.00 0.53 -0.00 0.01 - 233.56 -0.0 -10.41 0.00 -5.98 -0.30 10.98 0.34 0.00 11.29 28.3 1 sec 1 Tube 1 Origin 25.00 -0.00 0.53 -0.00 0.01 - 233.56 -0.0 -11.07 0.00 -6.35 -0.32 10.98 0.36 0.00 11.31 28.4 1 sec 1 sec 1:10 End 30.00 -0.00 0.24 -0.00 0.01 - 265.32 -0.0 -11.07 0.00 -6.35 -0.32 12.47 0.36 0.00 12.80 32.1 1 sec 1 sec 1:10 Origin 30.00 -0.00 0.24 -0.00 0.01 - 265.32 -0.0 -11.74 0.00 -6.69 -0.34 12.47 0.38 0.00 12.82 32.1 1 sec 1 Tube 1 End 35.00 -0.00 0.06 -0.00 0.01 - 298.76 -0.0 -11.74 0.00 -6.69 -0.34 14.04 0.38 0.00 14.39 36.1 1 sec 1 Tube 1 Origin 35.00 -0.00 0.06 -0.00 0.01 298.76 -0.0 -12.40 0.00 -7.00 -0.36 14.04 0.40 0.00 14.42 36.1 1 sec 1 Gr OP End 40.00 0.00 0.00 0.00 0.01 - 333.74 -0.0 -12.40 0.00 -7.00 -0.36 15.69 0.40 0.00 16.06 40.2 1 sec2 Top 80P Origin 0.00 0.00 9.68 -0.07 0.00 0.00 0.0 -1.86 0.00 -0.96 -0.07 0.00 0.07 0.00 0.14 0.3 1 sec2 Tube 1 End 4.00 0.00 8.96 -0.06 0.00 -3.83 0.0 -1.86 0.00 -0.96 -0.07 0.28 0.07 0.00 0.37 0.9 1 sec2 Tube 1 Origin 4.00 0.00 8.96 -0.06 0.00 -3.83 0.0 -2.27 0.00 -1.23 -0.08 0.28 0.09 0.00 0.40 1.0 1 sec2 sec2:72 End 8.00 0.00 8.25 -0.05 0.00 -8.76 0.0 -2.27 0.00 -1.23 -0.08 0.65 0.09 0.00 0.75 1.9 1 sec2 sec2:72 Origin 8.00 0.00 8.25 -0.05 0.00 -8.76 0.0 -2.86 0.00 -1.64 -0.10 0.65 0.12 0.00 0.78 2.0 1 sec2 Tube 1 End 13.00 0.00 7.37 -0.05 0.00 -16.95 0.0 -2.86 0.00 -1.64 -0.10 1.26 0.12 0.00 1.37 3.4 1 sec2 Tube 1 Origin 13.00 0.00 7.37 -0.05 0.00 -16.95 0.0 -3.38 0.00 -1.97 -0.12 1.26 0.14 0.00 1.40 3.5 1 sec2 sec2:62 End 18.00 0.00 6.50 -0.04 0.00 -26.80 0.0 -3.38 0.00 -1.97 -0.12 1.99 0.14 0.00 2.12 5.3 1 sec2 sec2:62 Origin 18.00 0.00 6.50 -0.04 0.00 -26.80 0.0 -5.30 0.00 -2.85 -0.19 1.99 0.20 0.00 2.21 5.5 1 sec2 Tube 1 End 23.00 0.00 5.65 -0.03 0.00 -41.03 0.0 -5.30 0.00 -2.85 -0.19 3.04 0.20 0.00 3.25 8.1 1 sec2 Tube 1 Origin 23.00 0.00 5.65 -0.03 0.00 -41.03 0.0 -5.82 0.00 -3.22 -0.21 3.04 0.23 0.00 3.28 8.2 1 sec2 Tube 1 End 28.00 0.00 4.84 -0.03 0.00 -57.14 0.0 -5.82 0.00 -3.22 -0.21 4.24 0.23 0.00 4.46 11.2 1 sec2 Tube 1 Origin 28.00 0.00 4.84 -0.03 0.00 -57.14 0.0 -6.34 0.00 -3.58 -0.23 4.24 0.26 0.00 4.49 11.2 1 sec2 Tube 1 End 33.00 0.00 4.07 -0.02 0.00 -75.06 0.0 -6.34 0.00 -3.58 -0.23 5.56 0.26 0.00 5.81 14.6 1 sec2 Tube 1 Origin 33.00 0.00 4.07 -0.02 0.00 -75.06 0.0 -6.79 0.00 -3.88 -0.24 5.56 0.28 0.00 5.83 14.6 1 sec2 Tube 1 End 36.50 0.00 3.56 -0.02 0.00 -88.65 0.0 -6.79 0.00 -3.88 -0.24 6.57 0.28 0.00 6.83 17.1 1 sec2 Tube 1 Origin 36.50 0.00 3.56 -0.02 0.00 - 88.65 0.0 -7.16 0.00 -4.12 -0.26 6.57 0.30 0.00 6.85 17.2 1 sec2 40P End 40.00 0.00 3.09 -0.02 0.00 - 103.07 0.0 -7.16 0.00 -4.12 -0.26 7.64 0.30 0.00 7.92 19.8 1 9of 10 ARTISAN ENGINEERING, LLC 325 West 13 Avenue Eugene, Oregon 97401 -3402 Phone: 541- 338 -9488 Fax: 541- 338 -9483 www.artisanengineering.com * ** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress Summary of Steel Pole Usages: Steel Pole Maximum Load Case Segment Weight Label Usage % Number (lbs) sec 1 51.77 Existing and Proposed Antennas 90mph 8 4459.6 sect 25.88 Existing and Proposed Antennas 90mph 9 3556.4 * ** Maximum Stress Summary for Each Load Case Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Usage % Label Type Existing and Proposed Antennas 90mph 51.77 sec 1 Steel Pole Existing and Proposed Antennas 77mph w/ 1/2" Radial Ice 40.24 sec 1 Steel Pole • Summary of Steel Pole Usages by Load Case: Load Case Maximum Steel Pole Segment Usage % Label Number • Existing and Proposed Antennas 90mph 51.77 sec 1 8 Existing and Proposed Antennas 77mph w/ 1/2" Radial Ice 40.24 sec 1 8 * ** Weight of structure (lbs): Weight of Steel Poles: 8016.0 Total: 8016.0 End of Report 10of 10