_ ~Td Structural Analysis Report Proposed Antenna Installation Existing 400 ft. Guyed Tower Site Name: Mountain Home, TX Prepared For Five Star Wireless Prepared By: Roger Barton, PE Registered Professional Engineer Texas # 59029 3/24/2002 ~3~~d~ 2300 Highland Village Rd. Suite 550 • Highland Village, TX 75077 • (972) 966-2105 • (972) 966-2585 (FAX) Five Star Wireless Mountain Home, TX 400' LRM33 Guyed Tower Structural Analysis Report ~- Proposed Antenna Installation Existing 400 ft. Guyed Tower Site Name: Mountain Home, TX Prepared For Five Star Wireless ~~uvW w. ,; ~~~~`rz ~ynt'~ .. Prepared By: Roger Barton, PE Registered Professional Engineer - Texas # 59029 3/24/2002 ,~ :: ti , Z. Project 20020005 Uid 3/24/2002 Page ]of8 Five Star Wireless Mountain Home, TX 400' LRM33 Guyed Tower TOWER DATA Tower Height & Type: 400 & Solid Round Guyed Tower Tower Manufacturer: LeBlanc Communications, Inc. Date of Manufacture: January 1995 ~- Tower Model & LRM-33 Triangulaz cross-section guyed tower. Solid round legs, Characteristics diagonals and horizontals. All welded construction 33" center to center of legs, 20' long standazd sections with (10) bracing bays per section. Pianed tower base. Original Tower Design EIA 222-E. 80 mph basic wind speed with 0" 1/2" ice, and 69.28 mph + Specification %," Radial Ice (Simultaneous). Miscellaneous: Mr. Robin McGough, of Five Star Wireless, provided original LeBlanc Communications tower drawings depicting tower geometry, member sizes and gnywire sizes. Mr. McGough indicated, however, that the tower was not erected in strict adherence with the drawings. Mr. McGough states that the torque stabilizer depicted on the drawings at the 129 ft. elevation had actually been installed at the 270 ft. elevation. Similazly, the guy '"'- pulloff shown on the drawings at the 270 ft. elevation had actually been installed at the 129 ft. elevation. At the request of Structure & Tower Designers, Inc., Mr. McGough confirmed, via field measurement, that the size of the gnywire itself, at each of the guy elevations, was consistent with the sizes shown on the LeBlanc Communications drawings. SOURCE OF INFORMATION Tower Geometry, Member Sizes & Material Streneth _ Information depicting the tower member sizes and tower geometry was obtained from the original LeBlanc Communications, Inc. Design Drawing (Drawing No. 33B2176-DI dated January 24, 1995) provided by Mr. Robin McGough of Five Staz Wireless. The size and strength of members used in this analysis aze as follows: Leg Members: Location: Size Member /Part No. Material Stren th 0' to 140' Elevafion 2" Diameter Solid Round 50 ks.i. 140' to 240' Elevation 1 '/.' Diameter Solid Round 50 k.s.i. 240' to 300' Elevation 1 '/," Diameter Solid Round 50 k.s.i. 300'to 400' Elevation 1 YI' Diameter Solid Round 50 ks.i. .f Project 20020005 mid 3/24/2002 Page 2of 8 Five Star Wireless Horizontal Members (Redundant): Mountain Home, TX 400' LRM33 Guyed Tower Location: Size Member !Part No. Material Stren th 0' to 400' Elevation 'Jd' Diameter Solid Round 36 k.s.i. Diagonal Members: Location: Size Member /Part No. Material Stren th 0' to 120' Elevation 7/8" Diameter Solid Round sin le-laced 36 k.s.i. 120' to 220' Elevation 718" Diameter Solid Round x-braced 36 ks.i. 220' to 400' Elevation 7/8" Diameter Solid Round sin le-laced 36 ks.i. Existing Antennas Information pertaining to the existing antennas and transmission lines was obtained from Mr. Robin McGough ofFive Star Wireless. No. Elevation Antenna Descri tion Azimuth Transmission Lines 1 400' (Base) (4) DB812 (2 upright & 2 inverted) on 3 6' Side Arms (4) 1 5/8" Coax (SW Face) 2 280' C2 1 6' HP Microwave 105.9° ] 1 5/8" COAX W Face 3 250' C/L 1 6' HP Microwave 105.9° 1 1 5(8" COAX Face 4 214' C/L 1 6' HP Microwave 332.2° 1 1 5/8" COAX Face S 185' C1L 1 6' HP Microwave 332.2° 1 1 518" COAX Face • M effective factored area of 31.3 ft for the no ice condition and 42.5 ft for the'h" ice condition was assumed for [he (3) 6' side arms at the top of the tower. Project 20020005 ojd 3f24f2002 Page 3of 8 Five Star Wireless Proaosed Antennas Mountain Home, TX 400' LRM33 Guyed Tower Information pertaining to the proposed antennas, as listed below, was obtained from Mr. Robin McGough of Five Staz Wireless. No. Elev. Model / T e of Antenna Azimuth Transmission Line 1 165' C/L 1 6' HP Microwave 0.0° I 1 5/8" COAX SW Face 2 135' C/L 1 6' HP Microwave 0.0° 1 1 5/8" COAX W Face 3 225' C/L 1 6' KP6F-820 Microwave 120.9° 1 1 5/8" COAX Face 4 150' (C2) (1) SRL227HD*4 Yagi (Leg Mounted 120.9° (1) 1 5/8" Coax (SW Face) 5 400' Base 1 DB616AB Whi 1 1 5/8" Coax W Face • The proposed D6616AB whip antenna was assumed to be installed on one of the existing 6' side arms at the top of the tower. • The proposed transmission lines were assumed to be installed on SW face and NW face as shown in the table. "- Foundations A copy of original LeBlanc foundation drawings (Drawing No. 33B2176-E3 and Drawing No. 33B2176-E4, dated January 25, 1995) was provided by Mr. Robin McGough of Five Staz Wireless. No information pertaining to the soil parameters was available for use in the analysis. ANALYSIS CRITERIA This analysis was undertaken to determine the structural adequacy of the subject tower to safely support the proposed antennas and transmission lines in addition to those currently installed. The analysis was performed in accordance with the requirements and stipulations of the ANSUTIA/EIA 222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures. In accordance with this standard, the analysis was performed for wind blowing from (12) different directions, (3) Apex directions, (3) Petpendiculaz to Face directions, and (6) Pazallel to Face directions. Additionally the relative orientation of the microwave antennas with respect to the tower orientation has been considered in the calculation of thrust loads for those antennas. For the purposes of this analysis, the existing tower is assumed to have been properly maintained. Structural members aze assumed to be in good condition with no defects and no deterioration in cross sectional azea or structural capacity. Minimum Basic Wind Speed Requirements, 70 mph Per EIA 222-F for Kerr County, TX Basic Wind Speed Used in the Analysis: 70 mph + 0" Radial Ice. 60.62 mph +'/," Radial Ice (Simultaneous). Operational Wind Speed Used in the Analysis: 50 mph + 0" ice T Project 20020005 ~d 3/24/2002 Page 4of 8 Five Star Wireless Final Antenna Loadine The Final Antenna Loading Considered in This Analysis is Listed Below. Mountain Home, TX 400' LRM33 Guyed Tower No. Elev. Model /Type of Antenna Azimuth Transmission Line Existing / Pro osed 1 400' (Base) (4) DB812 (2 upright & 2 inverted on 3 6' Side Arms (4) 1 5/8" Coax (SW Face) Existing 2 280' C/L 1 6' HP Microwave 105.9° 1 1 5/8" COAX Face Existin 3 250' C/I. 1 6' HP Microwave 105.9° 1 1 5/8" COAX W Face Existin 4 214' C/L 1 6' HP Microwave 332.2° 1 1 5/8" COAX W Face Existin 5 185' C2 1 6' HP Microwave 332.2° 1 1 5/8" COAX W Face Existin 6 165' C2 1 6' HP Microwave 0.0° 1 1 5/8" COAX SW Face Pro osed 7 135' C/L 1 6' HP Microwave 0.0° 1 1 5/8" COAX Face Pro osed 8 225' C/L 1 6' KP6F-820 Microwave 120.9° 1 1 5/8" COAX W Face Pro osed 9 I50' (C/L) (1) SRL227HD*4 Yagi (Leg Mounted 120.9° (1) 1 5/8" Coax (SW Face) Proposed 10 400' ase 1 DB616AB Whi 1 1 5/8" Coax Face Pro osed • M effective faceored area of 3 L3 ft for the no ice condition and 42.5 ft for the %" ice condition was assumed for the (3) 6' side arms. • The proposed DB616AB whip antenna was assumed to be installed on one of the existing 6' side arms at the top of the tower. • The proposed transmission lines wero assumed to be installed on SW face and NW face as shown in the table. T Project 20020005 old 3/24/2002 Page Sof 8 Five Star Wireless ANALYSIS RESULTS Mountain Home, TX 400' LRM33 Guyed Tower The results of the computer output of the structural analysis, performed for the wind and ice loading and antenna placement defined above, indicate the following: Legs: Leg members aze seen to be adequate to safely resist the internal loads induced in them by the proposed loading. Diagonals: Diagonal members aze seen to be adequate to safely resist the internal loads induced in them by the proposed loading. Guywire: All guy woes aze seen to be adequate to resist the loads induced in them by the proposed loading while still maintaining the minimum factor of safety against ultimate breaking strength. Guy Anchors: Reactions at the tower anchors obtained in this analysis were found to be less than those shown on the original LeBlanc Communications, Inc. tower drawing (Drawing No. °- 33B2176-D1, dated January 24, 1995). Consequently, assuming the original foundation design was performed properly, the tower base should be adequate to resist the reactions imparted by the proposed loading. v. Base Foundation: Reactions at the tower base obtained in this analysis were found to be only slightly higher (approx. 3%) than those shown on the original LeBlanc Communications, Inc. tower drawing (Drawing No. 33B2176-D1, dated January 24, 1995). Consequently, assuming the original foundation design was performed properly, the tower base should be adequate to resist the reactions imparted by the proposed loading. ._ Operational (Rigidity) According to the analysis results, the operational chazacteristics of the tower are within the Condition: limits prescribed by EIA 222-F for the proposed loading and the installed and proposed antennas. Conclusions -- Based on the Stmctural Analysis performed, the existing tower is capable of safely supporting the existing and proposed antennas specified above and meets the minimum requirements of ANSUTIA/EIA 222-F when subjected to a Basic Wind Speed of 70 mph and 0.5" ice. Project 20020005 _ rnd 3/24/2002 Page 6of 8 Five Star Wireless Mountain Home, TX 400' LRM33 Guyed Tower APPENDIX A STANDARD CONDITIONS 1. The analysis has been performed based on the geometry and member data obtained from the original tower drawing from LeBlanc Communications, Inc. Design Drawing (Drawing No. 33B2176-D1 dated January 24, 1995) provided by Mr. Robin McGough of Five Star Wireless. No site inspection or field -- mapping operation was included in the Scope of Work for Structure & Tower Designers, Inc. The accuracy of the results of this analysis is dependent on the accuracy of the information provided. __ 2. Unless cleazly stated otherwise, the analysis is based on the presumption that the tower members and components along with any subsequent reinforcement items have been correctly and properly designed, manufactured, installed and maintained so that theoretical methods of predicting structural capacity aze accurate within the normal limits accepted and prescribed by ANSI/TIA/EIA 222-F and the American Institute of Steel Construction Design of Steel Construction. Furthermore, it is presumed that these members aze in new condition with no physical damage or deterioration associated with corrosion. r 3. The level of detail of the analysis is within industry accepted limits. The analysis examines the relationship of the proposed loading, as provided by the customer and listed herein, to the internal loads and load capacities of the main structural members and connections. It is not possible or practical to obtain the infom~ation required to perform a detailed study of every secondary component or connection. Stmcture & Tower Designers, Inc. does not profess to, nor can it take responsibility for the investigation and verification of every detail, plate, bolt and weld present in the structure. 4. As explained in EIA 222-F, the responsibility of specifying a Basic Wind Speed to be used in the design or analysis of a tower structure lies with the tower owner or individual specifying the analysis. EIA 222-F prescribes minimum Basic Wind Speeds for each County or Pazish, but more stringent conditions may be prescribed to meet regional code requirements or owner preference. The Basic "` Wind considered in the analysis and listed in the report, equals the minimum Basic Wind Speed prescribed by EIA-222-F. Although every effort is taken to insure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, Structure & Tower Designers, . _ Inc. can provide no assurance that all local and state requirements aze satisfied by these conditions. 5. Unless specifically stated otherwise, the equations specified for the Exposure Coefficient and Gust Factors aze based on wind conditions in open, level country, and grasslands. Should modifications to these equations be required to comply with local geographical conditions, such modifications must be provided to Stmcture & Tower Designers, Inc. prior to performance of the analysis. Unless clearly stated otherwise, the analysis has been performed on the basis of the standazd wind velocity to pressure equations found in EIA 222-F. Project 20020005 o?d 3/24/2002 Page 7of 8 Five Star Wireless Mountain Home, TX 400' LRM33 Guyed Tower 6. As explained in EIA 222-F, the responsibility for specifying the amount of radial ice to be considered ,,_ on the structure lies with the tower owner or individual specifying the analysis. The amount of radial ice accumulation on the tower should be based on meteorological data for the specific geographical azea where the tower is located. The amount of radial ice considered in the analysis, as listed in the report, was estimated based on the geographical location of the structure and prior meteorological data "- for this area and matches the ice loading considered in the original tower design. 7. The responsibility for providing information pertaining to the size, depth and details of existing foundations lies with the tower owner or individual specifying the analysis. For the present analysis, information on the foundation size, depth, detail was provided, but soil information was not available. Consequently, Structure & Tower Designers, Inc. could not calculate the theoretical capacity of the _ foundations or verify their adequacy to resist the reactions obtained in this analysis. The reactions obtained from the analysis, however, were compazed with the reactions associated with the original analysis report, and the adequacy of the foundations was based on this compazison. Structure & Tower Designers, Inc. can assume no further responsibility for the adequacy of foundations unless the necessary information associated with the soil properties is provided. 8. Any modification or reinforcement work specified by this analysis should be performed by persons who m aze experienced and knowledgeable in the specific azea of tower construction. It is not the intent of this report to specify constmction methods or safety procedures that should be employed. An in depth, detailed study and a plan of action should be formulated by construction personnel prior to any modification or reinforcement being performed. Temporary guying, temporary bracing and other °- measures as might be necessary to safely arrive at the fmal state of the tower as defined in the analysis report should be determined and implemented. Work should be performed during times of low wind and safety practices should be followed at all times during the reinforcement process. 1, Project 20020005 a7~d 3/24/2002 Page 8of 8 i M d c 0 L a U C C N N 7 C O U C r N E N ti v 3 U C1 C O N y N W F y q~ t~ 0 300.0' 290.0' 140.0' 0.0' 330. 270. 11.8' 205. 11.9' 129. 70. o. 6i. y 59.9k R-320.0' ~ 121.9k Elevation on azimuth 0 .00 deg Structure & Tower De signers, Inc. 2300 Highland Village Rd., Suite 550 - Highland village, Texas 75077 Phone: (972) 966-2105 Fax: (972) 966-2585 Client: FIVE STAR WIRELESS Sob No: 20020005 Date: 25 mar 2002 Location: MOUNTAIN HOME, TX Tower Height: 900.00' Standard: EIA-222-F Design Wind 6 Ice: 400' GUYED TWR @ 70 MPH Wind 6 0.5" Ice 900.0' 390.1 Sheet 1 01 ~j ect: c:\pathnet \20020005.1od GUYMAST (USA)-Guyed Tower Analysis (c) 1999 Weisman Consultants Inc. Phone: (916) 736-7953 °?rocessed under license at: Fax (916) 736-4372 Structure 6 Tower Designers, Inc. on: 25 mar 2002 at: 10:39:93 .r 900' LRM33. FIVE STAR WIRELESS, MOUNTAIN HOME, TX. 70 MPH WIND S .5 ICE -b]AST DATA UPPER MAST-----------------GEOM X-SECTION-AREA BARE ELASTIC TEMP ELEV TYPE NO FACE PANEL ONE ONE WEIGHT MODULUS COEFF "" FT OF OF W IDTH HEIGHT LEG DIAG WEB LEGS + FT + FT + IN.SQ. IN.SQ. + K/FT. KIP/IN.SQ /DEG 400.0 9 3 2 .750 2 .000 1.230 .600 .036 29000.0 .0000116 ~~ 380.0 9 3 2 .750 2 .000 L 230 .600 .036 29000.0 .0000116 360.0 9 3 2 .750 2 .000 1.230 .600 .036 29000.0 .0000116 „_ 340.0 9 3 2 .750 2 .000 1.230 .600 .036 29000.0 .0000116 320.0 9 3 2 .750 2. 000 1.230 .600 .036 29000.0 .0000116 300.0 9 3 2 .750 2. 000 1.770 .600 .092 29000.0 .0000116 260.0 9 3 2 .750 2. 000 1.770 .600 .093 29000.0 .0000116 260.0 4 3 2 .750 2. 000 1.770 .600 .093 29000.0 .0000116 ~~ 290.0 4 3 2 .750 2. 000 2.410 .600 .051 29000.0 .0000116 220.0 3 3 2 .750 2. 000 2.910 .600 .069 29000.0 .0000116 200.0 3 3 2 .750 2. 000 2.910 .600 .069 29000.0 .0000116 180.0 3 3 2 .750 2. 000 2.910 .600 .066 29000.0 .0000116 160.0 3 3 2 .750 2. 000 2.910 .600 .067 29000.0 .0000116 r 190.0 3 3 2 .750 2. 000 3.190 .600 .076 29000.0 .0000116 120.0 9 3 2 .750 2. 000 3.190 .600 .066 29000.0 .0000116 ._ 100.0 9 3 2 .750 2. 000 3.190 .600 .066 29000.0 .0000116 80.0 9 3 2 .750 2. 000 3.190 .600 .066 29000.0 .0000116 60.0 9 3 2 .750 2. 000 3.190 .600 .066 29000.0 .0000116 90.0 4 3 2 .750 2. 000 3.190 .600 .066 29000.0 .0000116 20.0 4 3 2 .750 2. 000 3.190 .600 .058 29000.0 .0000116 If NO OF LEGS is 1 that part of the mast is assumed to be Cylindrical and FACE WIDTH = outsid e diameter ~,.. PANEL HEIGHT = thickn ess AREA OF DIAG = Poisso n rati o GUY GEOMETRY ELEV GUY DIAMETER HEIGH T RADI US MAST ATTACH INITIAL AZI ATTACH AZI TENSION RADIUS ~- FT DEG IN. FT . F T. FT. DEG KIP 390.0 290. 0 .563 384. 0 306 .0 1.800 240.0 3.500 390.0 120, 0 .563 386. 0 311 .0 1.800 120.0 3.500 '- 390.0 . 0 .563 395. 0 320 .0 1.800 .0 3.500 330. 0 290 .0 . 500 329.0 306.0 1.800 240.0 2 .690 330. 0 120 .0 . 500 328.0 311.0 1.800 120.0 2 .690 330. 0 .0 . 500 335.0 320.0 1.800 .0 2 .690 '"°' 270. 0 .0 . 500 275.0 320.0 6.800 300.0 2 .690 270. 0 290 .0 . 500 264.0 306.0 6.800 300.0 2 .690 270. 0 290 .0 . 500 264.0 306.0 6.800 180.0 2 .690 270. 0 120 .0 . 500 268.0 311.0 6.800 180.0 2 .690 270. - 0 120 .0 . 500 268.0 311.0 6.800 60.0 2 .690 270. 0 .0 . 500 275.0 320.0 6.800 60.0 2 .690 205. 0 .0 . 936 210.0 320.0 6.800 300.0 2 .080 205. 0 290 .0 . 438 199.0 306.0 6.800 300.0 2 .080 205. 0 290 .0 . 438 199.0 306.0 6.800 180.0 2 ,080 ._ 205. 0 120 .0 . 938 203.0 311.0 6.800 180.0 2 .080 205. 0 120 .0 . 438 203.0 311.0 6.800 60.0 2 .080 205. 0 .0 . 438 210.0 320.0 6.800 60.0 2 .080 129. 0 290 .0 . 938 123.0 306.0 1.800 290.0 2 .080 129. 0 120 .0 . 938 127.0 311.0 1.800 120.0 2 .080 - 129. 0 .0 . 938 139.0 320.0 1.800 .0 2 .060 70. 0 290 .0 . 375 69.0 306.0 1.600 290.0 1 .540 70. 0 120 .0 . 375 68.0 311.0 1.600 120.0 1 .540 70. 0 .0 . 375 75.0 320.0 1.600 .0 1 .540 'B'UY NATERIAL PROPERTIES ELEV G UY BREAKING GUY GUY ELASTIC THEANAL UN STRESS r AZI STRENGTH WEIGHT AREA MODULUS COEFF LENGTH FT DEG KIP LBS/FT IN.SQ KIp/IN.SQ /DEG FT 390. 0 290 .0 35. 000 .665 .190 25500.0 .0000120 969. 577 ,_ 390. 0 120 .0 35. 000 .665 .190 25500.0 .0000120 995. 815 390. 0 .0 35. 000 .665 .190 25500.0 .0000120 506. 901 330. 0 240 .0 26. 900 .525 .150 25500.0 .0000120 999. 155 330. 0 120 .0 26. 900 .525 .150 25500.0 .0000120 950. 491 330. 0 .0 26. 900 .525 .150 25500.0 .0000120 961. 760 ._ 270. 0 .0 26. 900 .525 .150 25500.0 .0000120 919. 151 270. 0 290 .0 26. 900 .525 .150 25500.0 .0000120 901. 377 270. 0 290 .0 26. 900 .525 .150 25500.0 .0000120 401. 377 270. 0 120 .0 26. 900 .525 .150 25500.0 .0000120 407. 773 270. 0 120 .0 26. 900 .525 .150 25500.0 .0000120 407. 773 - 270. 0 .0 26. 900 .525 .150 25500.0 .0000120 419. 151 205. 0 .0 20. 800 .388 ,115 26600.0 .0000120 379. 748 205. 0 290 .0 20. 800 .388 .115 26800.0 .0000120 362. 012 205. 0 290 .0 20. 800 .386 .115 26800.0 .0000120 362. 012 205. 0 120 .0 20. 800 .388 .115 26800.0 .0000120 368. 384 '- 205. 0 120 .0 20. 800 .388 .115 26800.0 .0000120 368. 384 205. 0 .0 20. 800 .388 .115 26800.0 .0000120 379. 796 129. 0 240 .0 20. 800 .388 .115 26800.0 .0000120 327. 992 129. 0 120 .0 20. 600 .388 .115 26800.0 .0000120 339. 081 - 129. 0 .0 20. 800 .388 .115 26800.0 .0000120 395. 075 70. 0 290 .0 15. 400 .270 .084 26800.0 .0000120 310. 661 70. 0 120 .0 15. 400 .270 .089 26800.0 .0000120 316. 908 70. 0 .0 15. 900 .270 .089 26800.0 .0000120 326. 735 „FACTORED LEG AND FACE SHEAR RESISTANCE BOTTOM TOP LEG FACE ELEV ELEV COMP SHEAR - ft ft kip kip .00 120 .00 109.56 9.27 120.00 140 .00 109.56 14.68 190.00 220 .00 76.79 14.68 220.00 240 .00 76.79 9.27 290.00 300 .00 53.00 9.27 300.00 900 .00 33.15 9.27 GOADING CONDITION A =__---------------- ,..47I ND 70.0 MPH WIND & 0" ICE AT 30. DEGREE MAST LOADING LOAD ELEV . FORCES (KIP s KIP/FT) .MOMENTS(FT.K 6 FT.K/FT) ANT-ORIENT TYPE N E DOWN N E TORSION A ZI VERT FT DEG DEG 912.0 -.355 -.205 .080 .00 .00 .70 .0 .00 C 909.0 -.156 -.090 .050 .00 .00 .99 .0 .00 ,,,,~ 900.0 -.396 -.200 .080 .00 .00 .70 .0 .00 399.0 -.589 -.390 .360 .00 .00 1.03 .0 .00 399.0 -.156 -.090 .150 .00 .00 .29 .0 .00 C 280.0 -.291 -.599 .281 -.36 .63 -1.30 90 .9 .00 C 270.0 -.745 -.930 .650 .00 .00 .00 .0 .00 .s 250.0 -.233 -.580 .261 -.36 .63 -1.25 90 .9 .00 225.0 -.157 -.090 .120 -.16 .27 -. 68 105 .9 .00 219.0 -.956 .001 .281 .73 .00 .13 317 .2 .00 C 205.0 -.689 -.395 .650 .00 .00 .00 .0 .00 C 185.0 -.437 .001 .281 .73 .00 .13 317 .2 .00 165.0 -.691 .012 .281 .73 .00 -. 17 395 .0 .00 150.0 -.199 -.115 .080 .00 .00 .91 .0 .00 135.0 -.606 .011 .281 .73 .00 -.16 395 .0 .00 D 900.0 -.035 -.020 .036 .00 .00 -.O1 '-7 300.0 -.032 -.019 .036 .00 .00 -.O1 300.0 -.033 -.019 .091 .00 .00 -.O1 J 280.0 -.032 -.019 .091 .00 .00 -.O1 D 280.0 -.032 -.019 .093 .00 .00 .00 ~ 250.0 -.031 -.018 .093 .00 .00 .00 J 250.0 -.031 -.018 .049 .00 .00 .00 290.0 -.030 -.018 .049 .00 .00 .00 J 290.0 -.031 -.018 .051 .00 .00 .00 D 226.0 -.031 -.018 .051 .00 .00 .00 .D 226.0 -.030 -.018 .051 .00 .00 .00 J 229.0 -.030 -.018 .051 .00 .00 .00 229.0 -.030 -.017 .052 .00 .00 .00 D 220.0 -.030 -.017 .052 .00 .00 .00 D 220.0 -.032 -.018 .063 .00 .00 .00 -h 219.0 -.032 -.018 .063 .00 .00 .00 219.0 -.036 -.021 .069 .00 .00 .00 J 186.0 -.039 -.020 .069 .00 .00 .00 D 186.0 -.036 -.021 .065 .00 .00 .00 D 169.0 -.036 -.021 .065 .00 .00 .00 '7 169.0 -.038 -.022 .065 .00 .00 .00 166.0 -.037 -.021 .065 .00 .00 .00 J 166.0 -.036 -.021 .066 .00 .00 .00 D 169.0 -.036 -.021 .066 .00 .00 .00 D ~ 169.0 -.036 -.021 .067 .00 .00 .00 7 150.0 -.036 -.021 .067 .00 .00 .00 J 150.0 -.035 -.020 .068 .00 .00 .00 J 190.0 -.035 -.020 .068 .00 .00 .00 D 190.0 -.036 -.021 .075 .00 .00 .00 ~ 136.0 -.035 -.020 .075 .00 .00 .00 7 136.0 -.037 -.021 .076 .00 .00 .00 139.0 -.037 -.021 .076 .00 .00 .00 D 139.0 -.038 -.022 .077 .00 .00 .00 D 120.0 -.038 -.022 .077 .00 .00 .00 -~ 120.0 -.035 -.020 .066 .00 .00 .00 7 10.0 -.029 -.019 .066 .00 .00 .00 7 10.0 -.010 -.006 .049 .00 .00 .00 D .0 -.010 -.006 .049 .00 .00 .00 BUY LOADING . WIND LOAD ING ... TEMP .ICE LOAD.. CONV PROFILES . .LOAD FACTORS. _ AZI SPEED REF CHANGE RAD DENS TOL CAB WIN D WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF r 30.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 CABLE PROFILE : 1 - CATENARY 2 - PARABOLIC - WIND PROFILE : 1 - EIA 222 E 2 - Kz = 1 Gh = 1 3 - EIA 222 C 9 - Special Factor s 5 - Site Specific Wind Form ula ~iUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS „v no yes yes yes no no no no ~-LOADING CONDITION B ____________________________ NI ND 70.0 MPH WIND S 0" ICE AT 60. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT. K b FT.K/FT) ANT-ORIENT SPY PE N E DOWN N E TORSION AZI VERT FT DEG DEG C 412. 0 -.205 -.355 .OBO .00 .00 .70 . 0 .00 ~ 409. 0 -.090 -.156 .050 .00 .00 .49 . 0 .00 400. 0 -.200 -.346 .OHO .00 .00 .70 . 0 .00 399. 0 -.340 -.589 .360 .00 .00 1.03 . 0 .00 O 399. 0 -.090 -.156 .150 .00 .00 .29 . 0 .00 C 280. 0 -.196 -.792 .281 -.36 .63 -1.15 90 .9 .00 .-C 270. 0 -.430 -.795 .650 .00 .00 .00 .0 .00 250. 0 -.191 -.766 .281 -.36 .63 -1.12 90 .9 .00 225. 0 -.117 -.268 .120 -.16 .27 -.81 105 .9 .00 C 219. 0 -.090 -.423 .281 .73 .00 1.51 317 .2 .00 C 205. 0 -.395 -.684 .650 .00 .00 .00 .0 .00 185. 0 -.039 -.906 .281 .73 .00 1.94 317 .2 .00 165. 0 -.339 -.225 .2H1 .73 .00 .75 395 .0 .00 150 .0 -.115 -.199 .080 .00 .00 .91 .0 .00 C 135. 0 -.316 -.212 .281 .73 .00 .71 395 .0 .00 "7i 400 .0 -.019 -.032 .036 .00 .00 -.O1 D 300 .0 -.017 -.030 .036 .00 .00 -.O1 ~ 300 .0 -.018 -.031 .041 .00 .00 -.O1 D 280 .0 -.018 -.030 .041 .00 .00 -.O1 D ~ 280 .0 -.018 -.031 .043 .00 .00 -.O1 D 250 .0 -.017 -.030 .093 .00 .00 -.O1 D 250 .0 -.018 -.031 .099 .00 .00 .00 D 290 .0 -.018 -.030 .099 .00 .00 .00 D 290 .0 -.018 -.031 .051 .00 .00 .00 ...D 226 .0 -.018 -.031 .051 .00 .00 .00 D 226 .0 -.018 -.030 .051 .00 .00 .00 D 229 .0 -.018 -.030 .051 .00 .00 .00 D 229 .0 -.017 -.030 .052 .00 .00 .00 D 220 .0 -.017 -.030 .052 .00 .00 .00 a 7 220 .0 -.018 -.032 .063 .00 .00 .00 D 219 .0 -.018 -.032 .063 .00 .00 .00 D 219 .0 -.021 -.036 .064 .00 .00 .00 D 186 .0 -.020 -.039 .064 .00 .00 .00 D 186 .0 -.021 -.036 .065 .00 .00 .00 ~D 189 .0 -.021 -.036 .065 .00 .00 .00 D 189 .0 -.022 -.038 .065 .00 .00 .00 D 166 .0 -.021 -.037 .065 .00 .00 .00 D 166 .0 -.021 -.036 .066 .00 .00 .00 D 169 .0 -.021 -.036 .066 .00 .00 .00 D 169 .0 -.021 -.036 .067 .00 .00 .00 D 150 .0 -.021 -.036 .067 .00 .00 .00 D 150 .0 -.020 -.035 .068 .00 .00 .00 D 190 .0 -.020 -.035 .068 .00 .00 .00 `D 190 .0 -.021 -.036 .075 .00 .00 .00 D 136 .0 -.020 -.035 .075 .00 .00 .00 D 136 .0 -.021 -.037 .076 .00 .00 .00 D 139 .0 -.021 -.037 .076 .00 .00 .00 D 139 .0 -.022 -.038 .077 .00 .00 .00 --D 120 .0 -.022 -.038 .077 .00 .00 .00 D 120 .0 -.020 -.035 .066 .00 .00 .00 D 10 .0 -.019 -.029 .066 .00 .00 .00 D 10 .0 -.006 -.010 .099 .00 .00 .00 D ,0 -.006 -.010 .099 .00 .00 .00 GUY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF 60.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 ....CABLE PROFILE : 1 - CATENARY 2 - PARABOLIC WIND PROFILE : 1 - EIA 222 E 2 - Kz = 1 Gh = 1 3 - EIA 222 C 9 - Special Factors 5 - Site Speci fic Wind Form ula SOPPRESS PRINTING '~ ... FOR THIS LOADING .. . ........ ..MAXIMUMS... .... ... IN PUT DI SPL INT RNL MEMBE R ALL DISPL INT RNL MEMBER LOADS FOR CES LOADS FORCES LO ADS no y es y es yes no no no no LOADING CONDITION C =________ ___- ________ _______-____ ____ ________ _________ WIND 70.0 MP H WIND & 0" ICE AT 90. DEGREE MAST LOADING "LOAD ELEV .FORCES (KIP 6 KIP /FT) .MOMENTS (FT.K 6 FT.K/FT) ANT-ORIENT PYPE N E DOWN N E TORSION AZI VERT FT DEG DEG C 912.0 .000 -.910 .080 .00 .00 . 70 .0 .00 909.0 .000 -.180 .050 .00 .00 . 99 .0 .00 900.0 .000 -.900 .080 .00 .00 . 70 .0 .00 399.0 .000 -.660 .360 .00 .00 1. 03 .0 .00 C 399.0 .000 -.180 .150 .00 .00 . 29 .0 .00 ~ 280.0 .006 -.839 .281 -.36 .63 -1. 06 90.9 .00 270.0 .000 -.860 .650 .00 .00 . 00 .0 .00 250.0 .006 -.808 .261 -.36 .63 -1. 02 90.9 .00 C 225.0 -.015 -.329 .120 -.16 .27 -. 55 105.9 .00 C 214.0 .316 -.989 .281 .73 .00 1. 57 317.2 .00 --C 205.0 .000 -.790 .650 .00 .00 . 00 .0 .00 185.0 .303 -.969 .281 .73 .00 1. 51 317.2 .00 165.0 .175 -.361 .281 .73 .00 1. 32 395.0 .00 C 150.0 .000 -.230 .080 .00 .00 . 91 .0 .00 C ~ 135.0 .165 -.391 .281 .73 .00 1. 25 395.0 .00 D 900.0 .000 -.029 .036 .00 .00 . 00 D 300.0 .000 -.027 .036 .00 .00 . 00 D 300.0 .000 -.028 .091 .00 .00 .00 D 260.0 .000 -.026 .091 .00 .00 .00 tl`D 280.0 .000 -.032 .093 .00 .00 .00 D 250.0 .000 -.031 .093 .00 .00 .00 D 250.0 .000 -.035 .094 .00 .00 .00 D 240.0 .000 -.035 .094 .00 .00 .00 „_D 240.0 .000 -.036 .051 .00 .00 .00 D 226.0 .000 -.035 .051 .00 .00 .00 D 226.0 .000 -.035 .051 .00 .00 .00 D 229.0 .000 -.035 .051 .00 .00 .00 D 229.0 .000 -.035 .052 .00 .00 .00 -D 220.0 .000 -.035 .052 .00 .00 .00 D 220.0 .000 -.037 .063 .00 .00 .00 D 219.0 .000 -.037 .063 .00 .00 .00 D 219.0 .000 -.041 .069 .00 .00 .00 D 186.0 .000 -.040 .069 .00 .00 .00 "'D 186.0 .000 -.092 .065 .00 .00 .00 D 189.0 .000 -.092 D 189.0 .000 -.094 D 166.0 .000 -.043 '°D 166.0 .000 -.042 D 169.0 .000 -.092 J 169.0 .000 -.092 D 150.0 .000 -.091 _p 150.0 .000 -.091 D 190.0 .000 -.090 0 190.0 .000 -.091 0 136.0 .000 -.091 D 136.0 .000 -.093 ..D 139.0 .000 -.093 J 134.0 .000 -.045 J 120.0 .000 -.043 D 120.0 .000 -.041 D 10.0 .000 -.028 °D 10.0 .000 -.011 J .0 .000 -.011 GUY LOADING .. WIND LOADING ... TEMP AZI SPEED REF CHANGE PRESS „~ DEG MPH PSF DEG 065 .00 .00 .00 065 .00 .00 .00 065 .00 .00 .00 066 .00 .00 .00 066 .00 .00 .00 067 .00 .00 .00 067 .00 .00 .00 068 .00 .00 .00 066 .00 .00 .00 075 .00 .00 .00 075 .00 .00 .00 076 .00 .00 .00 076 .00 .00 .00 077 .00 .00 .00 077 .00 .00 .00 066 .00 .00 .00 066 .00 .00 .00 049 .00 .00 .00 099 .00 .00 .00 ICE LOAD.. CONV PROFILES. .LOAD FACTORS. RAD DENS TOL CAB WIND WIND DEAD ICE IN PCF 90.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 ;ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz = 1 Gh = 1 3 - EIA 222 C 9 - Special Factors -°- 5 - Site Specific Wintl Formula SUPPRESS PRINTING ...FOR THIS LOADING.. INPUT DISPL INTRNL MEMBER LOADS FORCES LOADS ...........MAXIMUMS.......... ALL DISPL INTRNL MEMBER FORCES LOADS no yes yes yes no no no no LOADING CONDITION D ------------------------- WIND 70.0 MPH WIND b 0" ICE AT 120. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT. K & FT .K/FT) ANT-ORIENT PY PE N E DOWN N E TORSION AZI VERT FT DEG DEG 912.0 .205 -.355 .080 .00 .00 .70 .0 .00 909.0 .090 -.156 .050 .00 .00 .99 .0 .00 900.0 .200 -.396 .080 .00 .00 .70 .0 .00 C 399.0 .390 -.589 .360 .00 .00 1.03 .0 .00 ,_G 399.0 .090 -.156 .150 .00 .00 .29 .0 .00 - 280.0 .163 -.792 .281 -.36 .63 -.86 90.9 .00 270.0 .430 -.795 .650 .00 .00 .00 .0 ,00 C 250.0 .156 -.766 .281 -.36 .63 -.83 90.9 .00 C 225.0 .175 -.273 .120 -.16 .27 .13 105.9 .00 -~-C 219.0 .927 -.959 .281 .73 .00 1.30 317.2 .00 205.0 .395 -.689 .650 .00 .00 .00 .0 .00 165.0 .910 -.491 .281 .73 .00 1.25 317.2 .00 C 165.0 .986 -.256 .281 .73 .00 .93 395.0 .00 C 150.0 .115 -.199 .080 .00 .00 .91 .0 .00 ., 135.0 .959 -.292 .281 .73 .00 .68 395.0 .00 D 900.0 .019 -.032 .036 .00 .00 -.O1 D 300.0 .017 -.030 .036 .00 .00 -.O1 'YD 300.0 .016 -.031 .091 .00 .00 -.O1 D 280.0 .018 -.030 .091 .00 .00 -.O1 D 280.0 .018 -.031 .093 .00 .00 -.O1 D 250.0 .017 -.030 .043 .00 .00 -.O1 „_p 250.0 .018 -.031 .099 .00 .00 .00 D 290.0 .018 -.030 .099 .00 .00 .00 D 290.0 .018 -.031 .051 .00 .00 .00 D 226.0 .018 -.031 .051 .00 .00 .00 D 226.0 .018 -.030 .051 .00 .00 .00 ~--D 229.0 .016 -.030 .051 .00 .00 .00 D 229.0 .017 -.030 .052 .00 .00 .00 D 220.0 .017 -.030 .052 .00 .00 .00 D 220.0 .016 -.032 .063 .00 .00 .00 D 219.0 .018 -.032 .063 .00 .00 .00 ~ 219.0 .021 -.036 .069 .00 .00 .00 D 186.0 .020 -.039 .069 .00 .00 .00 D 186.0 .021 -.036 .065 .00 .00 .00 D 189.0 .021 -.036 .065 .00 .00 .00 D 189.0 .021 -.037 .065 .00 .00 .O1 "D 166.0 .021 -.036 .065 .00 .00 .O1 ~ 166.0 .021 -.036 .066 .00 .00 .00 J 164.0 .021 -.036 .066 .00 .00 .00 D 164.0 .021 -.036 .067 .00 .00 .00 „_p 150.0 .021 -.036 .067 .00 .00 .00 ~ 150.0 .020 -.035 .068 .00 .00 .00 ~ 140.0 .020 -.035 .068 .00 .00 .00 D 140.0 .021 -.036 .075 .00 .00 .00 D 136.0 .020 -.035 .075 .00 .00 .00 ..-D 136.0 .021 -.037 .076 .00 .00 .00 139.0 .021 -.037 .076 .00 .00 .00 J 139.0 .022 -.03H .077 .00 .00 .00 D 120.0 .022 -.038 .077 .00 .00 .00 D 120.0 .020 -.035 .066 .00 .00 .00 '°~J 10.0 .014 -.024 .066 .00 .00 .00 D 10.0 .006 -.010 .099 .00 .00 .00 D .0 .006 -.010 .049 .00 .00 .00 GUY LOADING . WIND LOADI NG ... TEMP .ICE LOAD.. CONV PRO FILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE .~ PRESS DEG MPH PSF DEG IN PCF 120.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - KZ = 1 Gh = 1 3 - EIA 222 C 9 - Special Factors 5 - Site Speci fic Wind Form ula SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPOT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS rto yes yes yes no no no rto LOADING CONDITION E _____________________ -WIND 70.0 MPH WIND b 0" ICE AT 150. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP 6 KIP/FT) .MOMENTS(FT.K S FT .K/FT) ANT-ORIENT TYPE N E DOWN N E TORSION AZI VERT FT DEG DEG 412.0 .355 -.205 .060 .00 .00 .70 .0 .00 C 909.0 .156 -.090 .050 .00 .00 .49 .0 .00 ,,~ 900.0 .396 -.200 .080 .00 .00 .70 .0 .00 399.0 .569 -.340 .360 .00 .00 1.03 .0 .00 399.0 .156 -.090 .150 .00 .00 .29 .0 .00 C 280.0 .249 -.617 .281 -.36 .63 -.28 90.9 .00 C 270.0 .745 -.930 .650 .00 .00 .00 .0 .00 .-~; 250.0 .241 -.597 .261 -.36 .63 -.27 90.9 .00 225.0 .243 -.179 ,120 -.16 .27 .51 105.9 .00 214.0 .988 -.902 .281 .73 .00 .97 317.2 .00 C 205.0 .6H9 -.395 .650 .00 .00 .00 .0 .00 C 185.0 .968 -.366 .281 .73 .00 .93 317.2 .00 165.0 .556 -.169 .281 .73 .00 .57 395.0 .00 150.0 .199 -.115 .080 .00 .00 .91 .0 .00 135.0 .525 -.178 .281 .73 .00 .59 395.0 .00 D 900.0 .035 -.020 .036 .00 .00 -.O1 ") 300.0 .032 -.019 .036 .00 .00 -.O1 300.0 .033 -.019 .091 .00 .00 -.O1 J 280.0 .032 -.019 .091 .00 .00 -.O1 D 260.0 .032 -.019 .093 .00 .00 .00 ,p 250.0 .031 -.018 .093 .00 .00 .00 ) 250.0 .031 -.018 .099 .00 .00 .00 240.0 .030 -.018 .099 .00 .00 .00 il 240.0 .031 -.018 .051 .00 .00 .00 D 226.0 .031 -.018 .051 .00 .00 .00 ~D 226.0 .030 -.018 .051 .00 .00 .00 ) 229.0 .030 -.018 .051 .00 .00 .00 229.0 .030 -.017 .052 .00 .00 .00 D 220.0 .030 -.017 .052 .00 .00 .00 D 220.0 .032 -.018 .063 .00 .00 .00 °~ 219.0 .032 -.018 .063 .00 .00 .00 219.0 .036 -.021 .069 .00 .00 .00 ) 166.0 .039 -.020 .069 .00 .00 .00 D 166.0 .039 -.020 .065 .00 .00 .00 D 189.0 .039 -.020 .065 .00 .00 .00 ~) 189.0 .039 -.020 .065 .00 .00 .00 166.0 .033 -.019 .065 .00 .00 .00 ) 166.0 .035 -.020 .066 .00 .00 .00 D 169.0 .035 -.020 .066 .00 .00 .00 D ~ 169.0 .036 -.021 .067 .00 .00 .00 ) 150.0 .036 -.021 .067 .00 .00 .00 150.0 .035 -.020 .068 .00 .00 .00 J 140.0 .035 -.020 .06H .00 .00 .00 D 140.0 .036 -.021 .075 .00 .00 .00 ._p 136.0 .035 -.020 .075 .00 .00 .00 ) 136.0 .037 -.021 .076 .00 .00 .00 139.0 .037 -.021 .076 .00 .00 .00 ll 139.0 .038 -.022 .077 .00 .00 .00 D 120.0 .038 -.022 .077 .00 .00 .00 ~ 120.0 .035 -.020 .066 .00 .00 .00 ) 10.0 .029 -.019 .066 .00 .00 .00 10.0 .010 -.006 .099 .00 .00 .00 D .0 .010 -.006 .099 .00 .00 .00 '~;UY LOADING .. WIND LOADING .. TEMP .ICE LOAD.. CONV PR OFILES. .LOAD FACTORS. AZI s SPEED REF CHANGE RAD DENS TOL CA 8 WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF X50.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 SABLE PROFILE : 1 - CATENARY 2 - PARABOLI C - WIND PROFILE : 1 - EIA 222 E 2 - Kz = 1 Gh - 1 3 - EIA 222 C 9 - Special Factors 5 - Site Speci fic Wind Form ula 'SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... "" INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS ,,,,. no yes yes yes no no no no •-S,OADING CONDITION F ---______________ SI ND 70.0 MPH WIND 6 0" ICE AT 180. DEGREE ~9AST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT .K 6 FT.K/FT) ~'Y PE N E DOWN N E TORSION FT C 412. 0 .910 .000 .080 .00 .00 .70 409. 0 .180 .000 .050 .00 .00 .99 400. 0 .900 .000 .080 .00 .00 .70 399. 0 .680 .000 .360 .00 .00 1.03 399. 0 .180 .000 .150 .00 .00 .29 C 280. 0 .396 .070 .281 -.36 .63 1.36 .L 270. 0 .860 .000 .650 .00 .00 .00 250. 0 .384 .066 .281 -.36 .63 1.31 225. 0 .186 -.003 .120 -.16 .27 .63 C 214. 0 .511 -.309 .281 .73 .00 .52 C 205. 0 .790 .000 .650 .00 .00 .00 185. 0 .990 -.297 .281 .73 .00 .50 165. 0 .576 -.119 .281 .73 .00 .21 150. 0 .230 .000 .OHO .00 .00 .41 C 135. 0 .549 -.108 .261 .73 .00 .20 "7 900. 0 .090 .000 .036 .00 .00 .00 J 300. 0 .037 .000 .036 .00 .00 .00 J 300. 0 .038 .000 .041 .00 .00 .00 D 260. 0 .038 .000 .041 .00 .00 .00 D 260. 0 .037 .000 .043 .00 .00 .00 ~) 250. 0 .036 .000 .043 .00 .00 .00 250. 0 .035 .000 .049 .00 .00 .00 J 240. 0 .035 .000 .049 .00 .00 .00 D 240. 0 .036 .000 .051 .00 .00 .00 ...D 226. 0 .035 .000 .051 .00 .00 .00 226. 0 .035 .000 .051 .00 .00 .00 229. 0 .035 .000 .051 .00 .00 .00 D 229. 0 .035 .000 .052 .00 .00 .00 D 220. 0 .035 .000 .052 .00 .00 .00 -~ 220. 0 .037 .000 .063 .00 .00 .00 219. 0 .037 .000 .063 .00 .00 .00 219. 0 .091 .000 .069 .00 .00 .00 D 186. 0 .090 .000 .069 .00 .00 .00 D 166. 0 .091 .000 .065 .00 .00 .00 '°~ 189. 0 .091 .000 .065 .00 .00 .00 169. 0 .093 .000 .065 .00 .00 .O1 ) 166. 0 .091 .000 .065 .00 .00 .O1 D 166. 0 .092 .000 .066 .00 .00 .00 D 169. 0 .092 .000 .066 .00 .00 .00 y7 169. 0 .092 .000 .067 .00 .00 .00 l 150. 0 .091 .000 .067 .00 .00 .00 J 150. 0 .091 .000 .066 .00 .00 .00 D 190. 0 .090 .000 .068 .00 .00 .00 ,~ 190. 0 .091 .000 .075 .00 .00 .00 136. 0 .091 .000 .075 .00 .00 .00 136. 0 .093 .000 .076 .00 .00 .00 D 139. 0 .093 .000 .076 .00 .00 .00 D 139. 0 .095 .000 .077 .00 .00 .00 -D 120. 0 .093 .000 .077 .00 .00 .00 ) 120. 0 .091 .000 .066 .00 .00 .00 ) 10. 0 .028 .000 .066 .00 .00 .00 D 10. 0 .011 .000 .099 .00 .00 .00 D . 0 .011 .000 .099 .00 .00 .00 AN' AZ' DES 0. 0. 5. 7 .. 7 .. 5. '-ORIENT VERT DEG 1 .00 1 .00 1 .00 1 .00 1 .00 I .00 1 .00 I .00 I .00 .00 I .00 .00 I .00 1 .00 l .00 5 BUY LOADING .. WIND LOADING ... TEMP AZI SPEED REF CHANGE PRESS DEG MPH PSF DEG ICE LOAD.. CONV PROFILES. .LOAD FACTORS. RAD DENS TOL CAB WIND WIND DEAD ICE IN PCF L80.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 -SABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - KZ - 1 Gh = 1 3 - EIA 222 C 9 - Special Factors 5 - Site Specific Wind Formula SUPPRESS PRINTING m ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INT RNL MEMBER ALL DISPL INT RNL MEMBER LOADS FORCES LOADS FORCES LOADS m no yes yes yes no no no no ~.OADING CONDITION G --------------------- WIND 70.0 MPH WIND & 0" ICE AT 210. DEGREE 9AST LOADING '~ OAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT. K & FT.K/FT) ANT-ORIENT CY PE N E DOWN N E TORSION AZI VERT FT DEG DEG C 912. 0 .355 .205 .080 .00 .00 .70 .0 .00 _ 909. 0 .156 .090 .050 .00 .00 .99 .0 .00 _ 400. 0 .396 .200 .080 .00 .00 .70 .0 .00 399. 0 .569 .390 .360 .00 .00 1.03 .0 .00 C 399. 0 .156 .090 .150 .00 .00 .29 .0 .00 ~L 280. 0 .257 .982 .281 -.36 .63 1.60 90 .9 .00 270. 0 .795 .930 .650 .00 .00 .00 .0 .00 _ 250. 0 .298 .966 .281 -.36 .63 1.55 90 .9 .00 C 225. 0 .161 .139 .120 -.16 .27 .73 105 .9 .00 C 219. 0 .991 .023 .281 .73 .00 -.97 317 .2 .00 205. 0 .689 .395 .650 .00 .00 .00 .0 .00 _ 185. 0 .923 .022 .281 .73 .00 -.95 317 .2 .00 _ 165. 0 .599 -.021 .281 .73 .00 -.22 395 .0 .00 C 150. 0 .199 .115 .080 .00 .00 .91 .0 .00 C 135. 0 .518 -.020 .281 .73 .00 -.20 395 .0 .00 7 400. 0 .035 .020 .036 .00 .00 .O1 ~ 300. 0 .032 .019 .036 .00 .00 .O1 D 300 .0 .033 .019 .091 .00 .00 .O1 D ~ 280. 0 .032 .019 .091 .00 .00 .O1 7 280 .0 .032 .019 .093 .00 .00 .00 7 250 .0 .031 .018 .093 .00 .00 .00 J 250. 0 .031 .018 .099 .00 .00 .00 D 290 .0 .030 .018 .099 .00 .00 .00 .~ 290. 0 .031 .018 .051 .00 .00 .00 7 226. 0 .031 .018 .051 .00 .00 .00 7 226. 0 .030 .018 .051 .00 .00 .00 D 229. 0 .030 .018 .051 .00 .00 .00 D 229. 0 .030 .017 .052 .00 .00 .00 .,~ 220 .0 .030 .017 .052 .00 .00 .00 J 220 .0 .032 .018 .063 .00 .00 .00 ~ 219 .0 .032 .018 .063 .00 .00 .00 D 219 .0 .036 .021 .069 .00 .00 .00 D 186 .0 .039 .020 .069 .00 .00 .00 "'7 186 .0 .036 .021 .065 .00 .00 .00 ~ 184.0 .036 .021 .065 .00 .00 .00 D 169.0 .038 .022 .065 .00 .00 .00 D 166.0 .037 .021 .065 .00 .00 .00 "-D 166.0 .036 .021 .066 .00 .00 .00 D 164.0 .036 .021 .066 .00 .00 .00 D 169.0 .036 .021 .067 .00 .00 .00 D 150.0 .036 .021 .067 .00 .00 .00 ._p 150.0 .035 .020 .068 .00 .00 .00 ~ 190.0 .035 .020 .068 .00 .00 .00 ] 190.0 .036 .021 .075 .00 .00 .00 D 136.0 .035 .020 .075 .00 .00 .00 D 136.0 .037 .021 .076 .00 .00 .00 ~] 139.0 .037 .021 .076 .00 .00 .00 ] 139.0 .038 .022 .077 .00 .00 .00 ] 120.0 .038 .022 .077 .00 .00 .00 D 120.0 .035 .020 .066 .00 .00 .00 D 10.0 .024 .019 .066 .00 .00 .00 '°J 10.0 .010 .006 .099 .00 .00 .00 7 .0 .010 .006 .099 .00 .00 .00 GUY LOADING .. WIND LOADI NG ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS „~ DEG MPH PSF DEG IN PCF 210.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 :ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - KZ = 1 Gh = 1 3 - EIA 222 C 4 - Special Factors 5 - Site Speci fic Wind Form ula SUPPRESS PRINTING r ________________ ...FOR THIS LOADING.. INPUT DISPL INTRNL MEMBER LOADS FORCES LOADS ...........MAXIMUMS.......... ALL DISPL INTRNL MEMBER FORCES LOADS no yes yes yes no no no no LOADING CONDITION H ________________ WIND 70.0 MPH WIND 6 0" ICE AT 290. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP S KIP/FT) .MOMENTS(FT. K & FT.K/FT) ANT-ORIENT TYPE N E DOWN N E TORSION AZI VERT FT DEG DEG 412.0 .205 .355 .080 .00 .00 .70 .0 .00 909.0 .090 .156 .050 .00 .00 .99 .0 .00 900.0 .200 .346 .080 .00 .00 .70 .0 .00 C 399.0 .390 .589 .360 .00 .00 1.03 .0 .00 „~ 399.0 .090 .156 .150 .00 .00 .29 .0 .00 280.0 .075 .656 .281 -.36 .63 1.24 90.9 .00 270.0 .930 .795 .650 .00 .00 .00 .0 .00 C 250.0 .073 .635 .281 -.36 .63 1.20 90.9 .00 C 225.0 .109 .255 .120 -.16 .27 .76 105.9 .00 .~ 219.0 .066 .399 .281 .73 .00 -1.25 317.2 .00 205.0 .395 .684 .650 .00 .00 .00 .0 .00 185.0 .063 .383 .281 .73 .00 -1.20 317.2 .00 C 165.0 .332 .225 .261 .73 .00 -. 97 395.0 .00 C 150.0 .115 .199 .060 .00 .00 .41 .0 .00 135.0 .319 .213 .261 .73 .00 -.91 345.0 .00 D 400.0 .019 .032 .036 .00 .00 .O1 D 300.0 .017 .030 .036 .00 .00 .O1 "~`D 300.0 .018 .031 .091 .00 .00 .O1 D 280.0 .018 .030 .041 .00 .00 .O1 D 280.0 .018 .031 .043 .00 .00 .O1 D 250.0 .017 .030 .093 .00 .00 .O1 ,_p 250.0 .018 .031 .099 .00 .00 .00 7 240.0 .018 .030 .094 .00 .00 .00 ] 290.0 .018 .031 .051 .00 .00 .00 D 226.0 .018 .031 .051 .00 .00 .00 D 226.0 .018 .030 .051 .00 .00 .00 -1) 224.0 .018 .030 .051 .00 .00 .00 ] 229.0 .017 .030 .052 .00 .00 .00 7 220.0 .017 .030 .052 .00 .00 .00 D 220.0 .018 .032 .063 .00 .00 .00 D 219.0 .018 .032 .063 .00 .00 .00 "~ 219.0 .021 .036 .069 .00 .00 .00 ) 186.0 .020 .039 .069 .00 .00 .00 ] 186.0 .021 .036 .065 .00 .00 .00 D 169.0 .021 .036 .065 .00 .00 .00 D 169.0 .022 .036 .065 .00 .00 .00 '~] 166.0 .021 .037 .065 .00 .00 .00 7 166.0 .021 .036 .066 .00 .00 .00 J 169.0 .021 .036 .066 .00 .00 .00 D 169.0 .021 .036 .067 .00 .00 .00 _p 150.0 .021 .036 .067 .00 .00 .00 150.0 .020 .035 .068 .00 .00 .00 ] 140.0 .020 .035 .068 .00 .00 .00 D 140.0 .021 .036 .075 .00 .00 .00 D 136.0 .020 .035 .075 .00 .00 .00 .-D 136.0 .021 .037 .076 .00 .00 .00 ] 139.0 .021 .037 .076 .00 .00 .00 J 139.0 .022 .038 .077 .00 .00 .00 D 120.0 .022 .038 .077 .00 .00 .00 D 120.0 .020 .035 .066 .00 .00 .00 ^~ 10.0 .019 .029 .066 .00 .00 .00 ] 10.0 .006 .010 .049 .00 .00 .00 .0 .006 .010 .099 .00 .00 .00 GUY LOADING .. W IND LOADING ... TEMP .ICE LOAD.. CONV PRO FILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DE6 IN PCF 290.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 ~AHLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Rz = 1 Gh = 1 3 - EIA 222 C 4 - Special F actors 5 - Site Speci fic Wind Form ula SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INTRNL MEMBER ALL DISPL INT RNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADING CONDITION I =_____________________________--__-______________-__ -~47I ND 70.0 MPH WIND fi 0" ICE AT 270. DEGREE MAST LOADING LOAD ELEV . FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT) ANT-ORIENT TYPE N E DOWN N E TORSION A ZI VERT FT DEG DEG 412.0 .000 .910 .060 .00 .00 .70 .0 .00 C 909.0 .000 .180 .050 .00 .00 .99 .0 .00 ...C 900.0 .000 .400 .080 .00 .00 .70 .0 .00 399.0 .000 .680 .360 .00 .00 1.03 .0 .00 399.0 .000 .180 .150 .00 .00 .29 .0 .00 C 280.0 -.010 .702 .2H1 -.36 .63 .69 90 .9 .00 C 270.0 .000 .H60 .650 .00 .00 .00 .0 .00 ~-r 250.0 -.010 .680 .281 -.36 .63 .86 90 .9 .00 225.0 -.010 .353 .120 -.16 .27 .52 105 .9 .00 219.0 -.369 .576 .281 .73 .00 -1.35 317 .2 .00 C 205.0 .000 .790 .650 .00 .00 .00 .0 .00 C 185.0 -.354 .553 .281 .73 .00 -1.30 317 .2 .00 165.0 -.177 .362 .281 .73 .00 -1,10 395 .0 .00 150.0 .000 .230 .060 .00 .00 .41 .0 .00 135.0 -.168 .342 .261 .73 .00 -1.09 395 .0 .00 D 900.0 .000 .029 .036 .00 .00 .00 ..7 300.0 .000 .027 .036 .00 .00 .00 7 300.0 .000 .028 .091 .00 .00 .00 J 280.0 .000 .028 .091 .00 .00 .00 D 280.0 .000 .032 .093 .00 .00 .00 ..p 250.0 .000 .031 .043 .00 .00 .00 J 250.0 .000 .035 .099 .00 .00 .00 J 290.0 .000 .035 .049 .00 .00 .00 D 240.0 .000 .036 .051 .00 .00 .00 D 226.0 .000 .035 .051 .00 .00 .00 ~J 226.0 .000 .035 .051 .00 .00 .00 7 229.0 .000 .035 .051 .00 .00 .00 ~ 229.0 .000 .035 .052 .00 .00 .00 D 220.0 .000 .035 .052 .00 .00 .00 D 220.0 .000 .037 .063 .00 .00 .00 °'~ 214.0 .000 .037 .063 .00 .00 .00 ~ 214.0 .000 .041 .069 .00 .00 .00 ~ 166.0 .000 .090 .069 .00 .00 .00 D 166.0 .000 .092 .065 .00 .00 .00 D 169.0 .000 .092 .065 .00 .00 .00 '°b 189.0 .000 .099 .065 .00 .00 .00 D 166.0 .000 .093 .065 .00 .00 .00 D 166.0 .000 .092 .066 .00 .00 .00 D 169.0 .000 .042 .066 .00 .00 .00 _„p 164.0 .000 .042 .067 .00 .00 .00 D 150.0 .000 .041 .067 .00 .00 .00 D 150.0 .000 .041 .068 .00 .00 .00 D 190.0 .000 .090 .068 .00 .00 .00 D 190.0 .000 .091 .075 .00 .00 .00 ...D 136.0 .000 .091 .075 .00 .00 .00 D 136.0 .000 .093 .076 .00 .00 .00 ~ 139.0 .000 .093 .076 .00 .00 .00 D 139.0 .000 .095 .077 .00 .00 .00 D 120.0 .000 .093 .077 .00 .00 .00 -~D 120.0 .000 .091 .066 .00 .00 .00 D 10.0 .000 .026 .066 .00 .00 .00 ~ 10.0 .000 .011 .099 .00 .00 .00 D .0 .000 .011 .099 .00 .00 .00 "UY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES . .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAH WIN D WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF ._270.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 CABLE PROFILE : 1 - CATENARY 2 - PARABOLIC '~ WIND PROFILE : 1 - EIA 222 E 2 - Kz = 1 ; Gh = 1 3 - EIA 222 C 9 - Speci al FactoY s 5 - Site Specific Wind Form ula SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... r INPUT DIBPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS v no yes yes yes no no no no ~~ OADING CONDITION J __________ _______________________ __°_°_' VI ND 70.0 MPH WIND fi 0" ICE AT 300. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS (FT. K & FT.K/FT) ANT-ORIENT ICY PE N E DOWN N E TORSION AZI VERT F T DEG DEG C 912. 0 -.205 .355 .080 .00 .00 .70 . 0 .00 ,~ 909. 0 -.090 .156 .050 .00 .00 .99 . 0 .00 900. 0 -.200 .396 .OBO .00 .00 .70 . 0 .00 399. 0 -.390 .589 .360 .00 .00 1.03 . 0 .00 399. 0 -.090 .156 .150 .00 .00 .29 . 0 .00 C 280. 0 -.091 .655 .261 -.36 .63 .43 90. 9 .00 .-~C 270. 0 -.930 .745 .650 .00 .00 .00 . 0 .00 250. 0 -.088 .639 .281 -.36 .63 .42 90. 9 .00 225. 0 -.171 .311 .120 -.16 .27 -.06 105. 9 .00 C 214. 0 -.988 .588 .281 .73 .00 -1.38 317. 2 .00 C 205. 0 -.395 .689 .650 .00 .00 .00 . 0 .00 185. 0 -.468 .569 .281 .73 .00 -1.32 317. 2 .00 165. 0 -.561 .311 .281 .73 .00 -.66 395. 0 .00 150. 0 -.115 .199 .080 .00 .00 .91 . 0 .00 C 135. 0 -.530 .293 .281 .73 .00 -.63 395. 0 .00 ""7 400. 0 -.019 .032 .036 .00 .00 .O1 300. 0 -.017 .030 .036 .00 .00 .O1 ~ 300. 0 -.018 .031 .041 .00 .00 .O1 D 280. 0 -.018 .030 .041 .00 .00 .O1 D i 280. 0 -.018 .031 .043 .00 .00 .O1 ) 250. 0 -.017 .030 .043 .00 .00 .O1 J 250. 0 -.018 .031 .099 .00 .00 .00 J 290. 0 -.018 .030 .099 .00 .00 .00 D 290. 0 -.018 .031 .051 .00 .00 .00 .,~ 226. 0 -.018 .031 .051 .00 .00 .00 226. 0 -.018 .030 .051 .00 .00 .00 J 224. 0 -.018 .030 .051 .00 .00 .00 D 224. 0 -.017 .030 .052 .00 .00 .00 D 220. 0 -.017 .030 .052 .00 .00 .00 •-O 220. 0 -.018 .032 .063 .00 .00 .00 219. 0 -.018 .032 .063 .00 .00 .00 219. 0 -.021 .036 .064 .00 .00 .00 D 186. 0 -.020 .034 .064 .00 .00 .00 D 186. 0 -.021 .036 .065 .00 .00 .00 "~ 189. 0 -.021 .036 .065 .00 .00 .00 7 189. 0 -.021 .037 .065 .00 .00 -.O1 ~ 166. 0 -.021 .036 .065 .00 .00 -.O1 D 166. 0 -.021 .036 .066 .00 .00 .00 D 169. 0 -.021 .036 .066 .00 .00 .00 ~~] 169. 0 -.021 .036 .067 .00 .00 .00 ~ 150 .0 -.021 .036 .067 .00 .00 .00 J 150. 0 -.020 .035 .068 .00 .00 .00 D 190. 0 -.020 .035 .068 .00 .00 .00 ,~ 190. 0 -.021 .036 .075 .00 .00 .00 ~ 136 .0 -.020 .035 .075 .00 .00 .00 7 136 .0 -.021 .037 .076 .00 .00 .00 D 139 .0 -.021 .037 .076 .00 .00 .00 D 139 .0 -.022 .038 .077 .00 .00 .00 --D 120 .0 -.022 .038 .077 .00 .00 .00 120 .0 -.020 .035 .066 .00 .00 .00 l 10 .0 -.019 .024 .066 .00 .00 .00 D 10 .0 -.006 .010 .099 .00 .00 .00 D .0 -.006 .010 .099 .00 .00 .00 D 184. 0 -.034 .020 D 189. 0 -.039 .020 D 166 .0 -.033 .019 "b 166 .0 -.035 .020 D 164 .0 -.035 .020 D 169 .0 -.036 .021 D 150 .0 -.036 .021 ~D 150 .0 -.035 .020 D 190 .0 -.035 .020 D 190 .0 -.036 .021 D 136 .0 -.035 .020 D 136 .0 -.037 .021 ....~ 139 .0 -.037 .021 D 139 .0 -.038 .022 J 120 .0 -.038 .022 D 120 .0 -.035 .020 D 10 .0 -.024 .014 °D 10 .0 -.010 .006 D .0 -.010 .006 GUY LOADING .. WIND LOADING ... TEMP AZI SPEED REF CHANGE PRESS r DEG MPH PSF DEG .ohs .oo .oo .oo .065 .00 .00 .00 .065 .00 .00 .00 .066 .00 .00 .00 .066 .00 .00 .00 .067 .00 .00 .00 .067 .00 .00 .00 .068 .00 .00 .00 .068 .00 .00 .00 .075 .00 .00 .00 .075 .00 .00 .00 .076 .00 .00 .00 .076 .00 .00 .00 .077 .00 .00 .00 .077 .00 .00 .00 .066 .00 .00 .00 .066 .00 .00 .00 .049 .00 .00 .00 .049 .00 .00 .00 .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. RAD DENS TOL CAB WIND WIND DEAD ICE IN PCF 330.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 ~IABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz = 1 Gh = 1 3 - EIA 222 C 9 - Special Factors »- 5 - Site Specific Wind Formula SUPPRESS PRINTING r ____________ __ ..FOR THIS LOADING.. INPUT DISPL INTRNL MEMBER LOADS FORCES LOADS no yes yes yes ...........MAXIMUMS.......... ALL DISPL INTRNL MEMBER FORCES LOADS no no no no LOADING CONDITION L _________________________________________________________ WIND 70.0 MPH WIND & 0" ICE AT 360. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP b KIP/FT) .MOMENTS(FT. K & FT.K/FT) ANT-ORIENT PY PE N E DOWN N E TORSION AZI VERT FT DEG DEG "_ 912. 0 -.910 .000 .080 .00 .00 . 70 .0 .00 909. 0 -.160 .000 .050 .00 .00 . 99 .0 .00 900. 0 -.900 .000 .080 .00 .00 . 70 .0 .00 C 399. 0 -.680 .000 .360 .00 .00 1. 03 .0 .00 C 399. 0 -.180 .000 .150 .00 .00 . 29 .0 .00 280. 0 -.399 .093 .281 -.36 .63 -1. 16 90.9 .00 _ 270. 0 -.860 .000 .650 .00 .00 . 00 .0 .00 C 250. 0 -.386 .090 .281 -.36 .63 -1. 13 90.9 .00 C 225. 0 -.213 .036 .120 -.16 .27 -. 63 105.9 .00 ..~ 214. 0 -.613 .341 .281 .73 .00 -1. 05 317.2 .00 - 205. 0 -.790 .000 .650 .00 .00 .00 .0 .00 185. 0 -.588 .327 .281 .73 .00 -1 .01 317.2 .00 C 165. 0 -.703 .102 .281 .73 .00 - .39 395.0 .00 C 150. 0 -.230 .000 .080 .00 .00 .91 .0 .00 _ 135. 0 -.669 .097 .281 .73 .00 - .36 345.0 .00 D 900.0 -.090 .000 .036 .00 .00 .00 D 300.0 -.037 .000 .036 .00 .00 .00 ~D 300.0 -.038 .000 .091 .00 .00 .00 D 280.0 -.038 .000 .091 .00 .00 .00 J 260.0 -.037 .000 .093 .00 .00 .00 D 250.0 -.036 .000 .093 .00 .00 .00 _p 250.0 -.035 .000 .049 .00 .00 .00 290.0 -.035 .000 .049 .00 .00 .00 J 290.0 -.036 .000 .051 .00 .00 .00 D 226.0 -.035 .000 .051 .00 .00 .00 D 226.0 -.035 .000 .051 .00 .00 .00 ~-D 229.0 -.035 .000 .051 .00 .00 .00 ) 229.0 -.035 .000 .052 .00 .00 .00 220.0 -.035 .000 .052 .00 .00 .00 D 220.0 -.037 .000 .063 .00 .00 .00 D 219.0 -.037 .000 .063 .00 .00 .00 "°°) 219.0 -.091 .000 .069 .00 .00 .00 186.0 -.040 .000 .069 .00 .00 .00 7 186.0 -.041 .000 .065 .00 .00 .00 D 184.0 -.041 .000 .065 .00 .00 .00 D 184.0 -.043 .000 .065 .00 .00 -.O1 ~~ ) 166.0 -.091 .000 .065 .00 .00 -.O1 ) 166.0 -.092 .000 .066 .00 .00 .00 J 169.0 -.092 .000 .066 .00 .00 .00 D 169.0 -.092 .000 .067 .00 .00 .00 ,~ 150.0 -.091 .000 .067 .00 .00 .00 150.0 -.091 .000 .068 .00 .00 .00 190.0 -.090 .000 .068 .00 .00 .00 D 190.0 -.091 .000 .075 .00 .00 .00 D 136.0 -.091 .000 .075 .00 .00 .00 ---0 136.0 -.043 .000 .076 .00 .00 .00 139.0 -.043 .000 .076 .00 .00 .00 ) 139.0 -.045 .000 .077 .00 .00 .00 D 120.0 -.043 .000 .077 .00 .00 .00 D 120.0 -.041 .000 .066 .00 .00 .00 "') 10.0 -.028 .000 .066 .00 .00 .00 ) 10.0 -.011 .000 .099 .00 .00 .00 ) .0 -.011 .000 .099 .00 .00 .00 GUY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF 360.0 70.0 .00 .00 .00 56.00 .0100 2 1 1.00 1.00 1.00 :ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - KZ = 1 ( Gh - 1 '- 3 - EIA 222 C 9 - Special Factors 5 - Site Specific Wind Formula SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INTRNL MEMBER ALL DISPL INT RNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADING CONDITION M _____________________ BIND 60.6 MPH WIND b 0.5" ICE A 30. DEGREE MAST LOADING LOAD ELEV . FORCES (KIP & KIP/FT) .MOMENTS(FT.K fi FT.K/FT) ANT-ORIENT TYPE N E DOWN N E TORSION A ZI VERT FT DEG DEG 912.0 -.355 -.205 .190 .00 .00 .70 .0 .00 C 909.0 -.156 -.090 .080 .00 .00 .97 .0 .00 ~ 900.0 -.396 -.200 .190 .00 .00 .70 .0 .00 399.0 -.623 -.360 .570 .00 .00 1.08 .0 .00 399.0 -.130 -.075 .200 .00 .00 .26 .0 .00 C 280.0 -.185 -.961 .501 -. 65 1.12 -1.00 90 .9 .00 C 270.0 -.650 -.375 .950 .00 .00 .00 .0 .00 .-i, 250.0 -.179 -.497 .501 -.65 1.12 -. 97 90 .9 .00 225.0 -.121 -.069 .172 -.22 .39 -.52 105 .9 .00 219.0 -.351 .001 .501 1.30 .00 .10 317 .2 .00 C 205.0 -.589 -.390 .950 .00 .00 .00 .0 .00 C 185.0 -.337 .001 .501 1.30 .00 .10 317 .2 .00 165.0 -.999 .009 .501 1.30 .00 -.13 395 .0 .00 150.0 -.260 -.150 .120 .00 .00 .59 .0 .00 135.0 -.967 .008 .501 1.30 .00 -.13 345 .0 .00 D 900.0 -.099 -.025 .059 -.O1 .00 -.O1 ") 300.0 -.091 -.023 .059 -.O1 .00 -.O1 300.0 -.091 -.024 .060 -.O1 .00 -.O1 J 280.0 -.090 -.023 .060 -.O1 .00 -.O1 D 280.0 -.039 -.022 .063 .00 .00 -.O1 „p 250.0 -.038 -.022 .063 .00 .00 -.O1 7 250.0 -.035 -.020 .066 .00 .00 .00 J 290.0 -.039 -.020 .066 .00 .00 .00 il 290.0 -.035 -.020 .073 .00 .00 .00 D 226.0 -.035 -.020 .073 .00 .00 .00 .1) 226.0 -.035 -.020 .075 .00 .00 .00 ) 224.0 -.035 -.020 .075 .00 .00 .00 229.0 -.035 -.020 .076 .00 .00 .00 D 220.0 -.035 -.020 .076 .00 .00 .00 D 220.0 -.036 -.022 .091 .00 .00 .00 ^~ 219.0 -.038 -.022 .091 .00 .00 .00 ) 219.0 -.093 -.024 .099 .00 .00 .00 7 186.0 -.091 -.029 .099 .00 .00 .00 D 186.0 -.099 -.025 .095 .00 .00 .00 D 189.0 -.049 -.025 .095 .00 .00 .00 ") 184.0 -.047 -.027 .097 .00 .00 .00 ) 166.0 -.095 -.026 .097 .00 .00 .00 J 166.0 -.095 -.026 .098 .00 .00 .00 D 164.0 -.095 -.026 .098 .00 .00 .00 D '_ 164.0 -.095 -.026 .099 .00 .00 .00 ) 150.0 -.099 -.025 .099 .00 .00 .00 ) 150.0 -.093 -.025 .102 .00 .00 .00 J 140.0 -.093 -.025 .102 .00 .00 .00 D 140.0 -.094 -.025 .110 .00 .00 .00 ..11 136.0 -.093 -.025 .110 .00 .00 .00 7 136.0 -.095 -.026 .112 .00 .00 .00 l 139.0 -.095 -.026 .112 .00 .00 .00 D 139.0 -.097 -.027 .113 .00 .00 .00 D 120.0 -.096 -.026 .113 .00 .00 .00 ~ 120.0 -.091 -.024 .098 .00 .00 .00 ) 10.0 -.029 -.017 .096 .00 .00 .00 ) 10.0 -.011 -.007 .061 .00 .00 .00 D .0 -.011 -.007 .061 .00 .00 .00 '"UY LOADING . WIND LOADING TEMP .ICE LOAD.. CONV PROFILES . .LOAD FACTORS. AZI s SPEED REF CHANGE RAD DENS TOL CAB WIN D WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF s 30.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 CABLE PROFILE : 1 - CATENARY 2 - PARAB OLIC °-- WIND PROFILE : 1 - EIA 222 E 2 - Kz = 1 Gh = 1 3 - EIA 222 C 4 - Speci al Factor s 5 - Site Spec ific Wintl Form ula °3UPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMDMS.......... ~~ INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS „o no yes yes yes no no no no --:OADING CONDITION N =____-_---_ ________~ QIND 60.6 MPH WIND & 0.5" ICE A 60. DEGREE ~1AST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT .K 6 FT.K/FT) ANT-ORIENT ~CYPE N E DOWN N E TORSION AZI VERT FT DEG DEG C 912. 0 -.205 -.355 .190 .00 .00 .70 . 0 .00 ,..~ 909. 0 -.090 -.156 .080 .00 .00 .97 . 0 .00 900. 0 -.200 -.396 .190 .00 .00 .70 . 0 .00 399. 0 -.360 -.623 .570 .00 .00 1.08 . 0 .00 399. 0 -.075 -.130 .200 .00 .00 .26 . 0 .00 C 280. 0 -.112 -.610 .501 -.65 1.12 -.69 90. 9 .00 -r 270. 0 -.375 -.650 .950 .00 .00 .00 . 0 .00 250. 0 -.109 -.590 .501 -.65 1.12 -.86 90. 9 .00 225. 0 -.090 -.207 .172 -.22 .39 -. 62 105. 9 .00 C 219. 0 -.031 -.326 .501 1.30 .00 1.16 317. 2 .00 C 205. 0 -.390 -.589 .950 .00 .00 .00 . 0 .00 185. 0 -.030 -.313 .501 1.30 .00 1.11 317 .2 .00 165. 0 -.258 -.173 .501 1.30 .00 .58 395 .0 .00 150. 0 -.150 -.260 .120 .00 .00 .54 .0 .00 C 135. 0 -.293 -.163 .501 1.30 .00 .54 395 .0 .00 "7 900. 0 -.022 -.036 .054 -.O1 .00 -.O1 300. 0 -.020 -.035 .054 -.O1 .00 -.O1 ~ 300. 0 -.020 -.035 .060 -.01 .00 -.O1 D 280. 0 -.020 -.035 .060 -.O1 .00 -.O1 ,~ 280. 0 -.021 -.036 .063 .00 .00 -.O1 ) 250. 0 -.020 -.035 .063 .00 .00 -.O1 ) 250. 0 -.020 -.035 .066 .00 .00 .00 D 290 .0 -.020 -.039 .066 .00 .00 .00 D 290 .0 -.020 -.035 .073 .00 .00 .00 ,_.D 226 .0 -.020 -.035 .073 .00 .00 .00 > 226 .0 -.020 -.035 .075 .00 .00 .00 ) 224 .0 -.020 -.035 .075 .00 .00 .00 D 224 .0 -.020 -.035 .076 .00 .00 .00 D 220 .0 -.020 -.035 .076 .00 .00 .00 ~~+) 220 .0 -.022 -.038 .091 .00 .00 .00 214 .0 -.022 -.038 .091 .00 .00 .00 J 219 .0 -.029 -.093 .099 .00 .00 .00 D 186 .0 -.029 -.091 .099 .00 .00 .00 D 166 .0 -.026 -.094 .095 .00 .00 .00 '~J 189 .0 -.026 -.094 .095 .00 .00 .00 ) 189 .0 -.027 -.098 .097 .00 .00 .00 J 166 .0 -.027 -.096 .097 .00 .00 .00 D 166 .0 -.026 -.095 .098 .00 .00 .00 D 169 .0 -.026 -.095 .098 .00 .00 .00 ) 169 .0 -.026 -.045 .099 .00 .00 .00 7 150 .0 -.025 -.049 .099 .00 .00 .00 D 150 .0 -.025 -.093 .102 .00 .00 .00 D 190 .0 -.025 -.093 .102 .00 .00 .00 ,.1J 190 .0 -.025 -.099 .110 .00 .00 .00 ) 136 .0 -.025 -.093 .110 .00 .00 .00 J 136 .0 -.026 -.095 .112 .00 .00 .00 D 134 .0 -.026 -.095 .112 .00 .00 .00 D 139 .0 -.027 -.097 .113 .00 .00 .00 -°~ 120 .0 -.026 -.096 .113 .00 .00 .00 ) 120 .0 -.029 -.091 .098 .00 .00 .00 J 10 .0 -.017 -.029 .098 .00 .00 .00 D 10 .0 -.007 -.011 .061 .00 .00 .00 D .0 -.007 -.011 .061 .00 .00 .00 3UY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF 60.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 .,.CABLE PROFILE : 1 - CATENARY 2 - PARABOLIC WIND PROFILE : 1 - EIA 222 E 2 - Kz = 1 ; Gh = 1 3 - EIA 222 C 9 - Special Fac tors 5 - Site Speci fic Wind Form ula iUPPRESS PRINTING '° ... FOR THIS LOADING . . . ......... .MAXIMUMS.... .... .. IN PUT DISPL IN T RNL MEMBE R ALL D ISPL INTRNL MEMBER LOADS FORCES LOAD S FORCES LOADS no yes yes yes no no no no GOADING CONDITION O _______ _____ ________ __ __________ ___ _ WIND 60.6 MP H WIND fi 0.5" ICE A 90. DEGREE 9AST LOADING "WOAD ELEV .FORCES (KIP 6 KIP/FT) .MOMENTS (FT.K 6 FT.K/ FT) ANT-ORIENT CYPE N E DOWN N E TORSI ON AZI VERT FT DEG DEG C 912.0 .000 -.410 .190 .00 .00 . 70 .0 .00 909.0 .000 -.180 .080 .00 .00 . 97 .0 .00 900.0 .000 -.900 .190 .00 .00 . 70 .0 .00 399.0 .000 -.720 .570 .00 .00 1. 08 .0 .00 C 399.0 .000 -.150 .200 .00 .00 . 26 .0 .00 C 280.0 .005 -.693 .501 -.65 1.12 -. 61 90.9 .00 270.0 .000 -.750 .950 .00 .00 . 00 .0 .00 250.0 .005 -.622 .501 -. 65 1.12 -. 79 90.9 .00 225.0 -.012 -.249 .172 -.22 .39 -. 93 105.9 .00 C 219.0 .293 -.377 .501 1.30 .00 1. 21 317.2 .00 ,.L 205.0 .000 -. 6H0 .950 .00 .00 . 00 .0 .00 185.0 .233 -.361 .501 1.30 .00 1. 16 317.2 .00 165.0 .135 -.278 .501 1.30 .00 1. 02 395.0 .00 C 150.0 .000 -.300 .120 .00 .00 . 59 .0 .00 C W. 135.0 .127 -.263 .501 1.30 .00 . 96 395.0 .00 J 900.0 .000 -.033 .059 -.O1 .00 . 00 1 300.0 .000 -.031 .059 -.O1 .00 . 00 D 300.0 .000 -.031 .060 -.O1 .00 . 00 D 280.0 .000 -.031 .060 -.O1 .00 . 00 ~ 260.0 .000 -.037 .063 .00 .00 . 00 1 250.0 .000 -.036 .063 .00 .00 . 00 J 250.0 .000 -.090 .066 .00 .00 . 00 D 240.0 .000 -.040 .066 .00 .00 . 00 D ~ 290.0 .000 -.091 .073 .00 .00 . 00 7 226.0 .000 -.040 .073 .00 .00 . 00 J 226.0 .000 -.040 .075 .00 .00 . 00 J 229.0 .000 -.040 .075 .00 .00 . 00 D 224.0 .000 -.090 .076 .00 .00 . 00 ...D 220.0 .000 -.090 .076 .00 .00 . 00 1 220.0 .000 -.094 .091 .00 .00 . 00 J 219.0 .000 -.094 .091 .00 .00 . 00 D 219.0 .000 -.099 .094 .00 .00 . 00 D 186.0 .000 -.097 .099 .00 .00 . 00 u7 166.0 .000 -.051 .095 .00 .00 . 00 7 189.0 .000 -.051 .095 .00 .00 .00 D 189.0 .000 -.059 .097 .00 .00 .00 D 166.0 .000 -.052 .097 .00 .00 .00 '~ 166.0 .000 -.052 .098 .00 .00 .00 7 169.0 .000 -.052 .098 .00 .00 .00 J 169.0 .000 -.051 .099 .00 .00 .00 D 150.0 .000 -.050 .099 .00 .00 .00 ,_p 150.0 .000 -.050 .102 .00 .00 .00 ~ 190.0 .000 -.049 .102 .00 .00 .00 7 140.0 .000 -.050 .110 .00 .00 .00 D 136.0 .000 -.050 .110 .00 .00 .00 D 136.0 .000 -.052 .112 .00 .00 .00 .-+~ 139.0 .000 -.052 .112 .00 .00 .00 7 139.0 .000 -.059 .113 .00 .00 .00 > 120.0 .000 -.053 .113 .00 .00 .00 D 120.0 .000 -.048 .098 .00 .00 .00 D 10.0 .000 -.033 .098 .00 .00 .00 "'"7 10.0 .000 -.013 .061 .00 .00 .00 7 .0 .000 -.013 .061 .00 .00 .00 GUY LOADING .. WIND LOADING TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAe WIND WIND DEAD ICE PRESS ,,,,,, DEG MPH PSF DEG IN PCF 90.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 :ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz = 1 Gh = 1 3 - EIA 222 C 9 - Special Factors °~ 5 - Site Specific Wind Formula SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no GOADING CONDITION P =---------------__ WIND 60.6 MPH WIND b 0.5" ICE A120. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT. K & FT.K/FT) ANT-ORIENT IY PE N E DOWN N E TORSION AZI VERT FT DEG DEG 912.0 .205 -.355 .190 .00 .00 .70 .0 .00 _ 909.0 .090 -.156 .080 .00 .00 .97 .0 .00 900.0 .200 -.346 .140 .00 .00 .70 .0 .00 C 399.0 .360 -.623 .570 .00 .00 1.08 .0 .00 ..G 399.0 .075 -.130 .200 .00 .00 .26 .0 .00 _ 280.0 .126 -.610 .501 -. 65 1 .12 -.66 90.9 .00 _ 270.0 .375 -.650 .950 .00 .00 .00 .0 .00 C 250.0 .122 -.590 .501 -. 65 1 .12 -. 69 90.9 .00 C 225.0 .135 -.210 .172 -.22 .39 .10 105.9 .00 214.0 .329 -.359 .501 1.30 .00 1.00 317.2 .00 _ 205.0 .390 -.589 .950 .00 .00 .00 .0 .00 _ 185.0 .316 -.339 .501 1.30 .00 .96 317.2 .00 C 165.0 .375 -.197 .501 1.30 .00 .72 395.0 .00 C 150.0 .150 -.260 .120 .00 .00 .59 .0 .00 135.0 .359 -.186 .501 1.30 .00 .68 345.0 .00 D 900. 0 .022 -.038 .059 -.O1 .00 -.O1 D 300. 0 .020 -.035 .059 -.O1 .00 -.O1 ""b 300. 0 .020 -.035 .060 -.O1 .00 -.O1 J 280. 0 .020 -.035 .060 -.O1 .00 -.O1 D 280. 0 .021 -.036 .063 .00 .00 -.O1 D 250. 0 .020 -.035 .063 .00 .00 -.O1 „_p 250. 0 .020 -.035 .066 .00 .00 .00 ) 290. 0 .020 -.039 .066 .00 .00 .00 ) 240. 0 .020 -.035 .073 .00 .00 .00 D 226. 0 .020 -.035 .073 .00 .00 .00 D 226 .0 .020 -.035 .075 .00 .00 .00 --+) 229 .0 .020 -.035 .075 .00 .00 .00 ) 224 .0 .020 -.035 .076 .00 .00 .00 ) 220 .0 .020 -.035 .076 .00 .00 .00 D 220 .0 .022 -.038 .091 .00 .00 .00 D 219 .0 .022 -.036 .091 .00 .00 .00 "~ 219 .0 .024 -.093 .094 .00 .00 .00 ) 186 .0 .029 -.091 .094 .00 .00 .00 ~ 186 .0 .029 -.093 .095 .00 .00 .00 D 184 .0 .029 -.043 .095 .00 .00 .00 D 169 .0 .025 -.049 .097 .00 .00 .O1 ""`) 166 .0 .025 -.093 .097 .00 .00 .O1 166 .0 .025 -.099 .098 .00 .00 .00 J 169 .0 .025 -.099 .098 .00 .00 .00 D 169 .0 .026 -.095 .099 .00 .00 .00 ,„p 150 .0 .025 -.094 .099 .00 .00 .00 150 .0 .025 -.093 .102 .00 .00 .00 7 190 .0 .025 -.093 .102 .00 .00 .00 D 190 .0 .025 -.099 .110 .00 .00 .00 D 136 .0 .025 -.043 .110 .00 .00 .00 ..-D 136 .0 .026 -.045 .112 .00 .00 .00 ) 139 .0 .026 -.045 .112 .00 .00 .00 139 .0 .027 -.047 ,113 .00 .00 .00 D 120 .0 .026 -.096 .113 .00 .00 .00 D 120 .0 .029 -.091 .098 .00 .00 .00 J 10 .0 .017 -.029 .098 .00 .00 .00 l 10 .0 .007 -.011 .061 .00 .00 .00 .0 .007 -.011 .061 .00 .00 .00 GUY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF 120.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 ;ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz - 1 Gh = 1 -- 3 - EIA 222 C 4 - Special Factors 5 - Site Specific Wind Formula SDPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPDT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADING CONDITION Q ------------------- -iVIND 60.6 MPH WIND b 0.5" ICE A150. DEGREE MAST LOADING LOAD ELEV . FORCES (KIP & KIP/FT) .MOMENTS(FT.K & FT.K/FT) ANT-ORIENT TYPE N E DOWN N E TORSION AZI VERT '° FT DEG DEG 912.0 .355 -.205 .190 .00 .00 .70 .0 .00 C 909.0 .156 -.090 .080 .00 .00 .97 .0 .00 C 900.0 .396 -.200 .190 .00 .00 .70 .0 .00 399.0 .623 -.360 .570 .00 .00 1.08 .0 .00 399.0 .130 -.075 .200 .00 .00 .26 .0 .00 C 280.0 .192 -.975 .501 -.65 1.12 -.21 90 .9 .00 C 270.0 .650 -.375 .950 .00 .00 .00 .0 .00 .-C 250.0 .186 -.960 .501 -.65 1.12 -.21 90 .9 .00 225.0 .187 -.139 .172 -.22 .39 .90 105 .9 .00 - 219.0 .376 -.310 .501 1.30 .00 J9 31 Z .2 .00 C 205.0 .589 -.390 .950 .00 .00 .00 .0 .00 C 185.0 .361 -.297 .501 1.30 .00 .71 317 .2 .00 - 165.0 .928 -.195 .501 1.30 .00 .99 395 .0 .00 150.0 .260 -.150 .120 .00 .00 .59 .0 .00 - 135.0 .409 -.137 .501 1.30 .00 .92 395 .0 .00 D 900.0 .099 -.025 .059 -.O1 .00 -.O1 "'"7 300.0 .091 -.023 .059 -.O1 .00 -.O1 7 300.0 .091 -.029 .060 -.O1 .00 -.O1 J 280.0 .090 -.023 .060 -.O1 .00 -.O1 D 280.0 .039 -.022 .063 .00 .00 -.O1 250.0 .038 -.022 .063 .00 .00 -.O1 ~ 250.0 .035 -.020 .066 .00 .00 .00 ] 290.0 .039 -.020 .066 .00 .00 .00 il 240.0 .035 -.020 .073 .00 .00 .00 D 226.0 .035 -.020 .073 .00 .00 .00 .~ 226.0 .035 -.020 .075 .00 .00 .00 ] 229.0 .035 -.020 .075 .00 .00 .00 7 229.0 .035 -.020 .076 .00 .00 .00 D 220.0 .035 -.020 .076 .00 .00 .00 D 220.0 .038 -.022 .091 .00 .00 .00 "-O 219.0 .038 -.022 .091 .00 .00 .00 ] 214.0 .043 -.024 .099 .00 .00 .00 J 186.0 .041 -.029 .099 .00 .00 .00 D 186.0 .091 -.023 .095 .00 .00 .00 D 189.0 .091 -.023 .095 .00 .00 .00 "'] 189.0 .091 -.023 .097 .00 .00 .00 ] 166.0 .090 -.023 .097 .00 .00 .00 ~ 166.0 .092 -.029 .098 .00 .00 .00 D 169.0 .092 -.029 .096 .00 .00 .00 D 169.0 .095 -.026 .099 .00 .00 .00 '~7 150.0 .094 -.025 .099 .00 .00 .00 ] 150.0 .093 -.025 .102 .00 .00 .00 J 190.0 .093 -.025 .102 .00 .00 .00 D 190.0 .099 -.025 .110 .00 .00 .00 „.p 136.0 .043 -.025 .110 .00 .00 .00 ] 136.0 .045 -.026 .112 .00 .00 .00 ] 134.0 .045 -.026 .112 .00 .00 .00 D 134.0 .097 -.027 .113 .00 .00 .00 D 120.0 .046 -.026 .113 .00 .00 .00 ~-+J 120.0 .091 -.029 .098 .00 .00 .00 ] 10.0 .029 -.017 .098 .00 .00 .00 ] 10.0 .011 -.007 .061 .00 .00 .00 D .0 .011 -.007 .061 .00 .00 .00 "GUY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES . .LOAD FACTORS. »~ AZI SPEED REF CHANGE RAD DENS TOL CAB WIN D WIND DEAD ICE PRESS DEG MPH PSF DE6 IN PCF ,._].50.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 CABLE PROFILE : 1 - CATENARY 2 - PARABOLIC °- WIND PROFILE : 1 - EIA 222 E 2 - Kz = 1 ) Gh = 1 3 - EIA 222 C 4 - Speci al Factor s 5 - Site Spec ific Wind Form ula "SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INT RNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS ,,,~ no yes yes yes no no no no --LOADING CONDITION R ________________ ____- 9IND 60.6 MPH WIND & 0.5" ICE A180. DEGREE ~riAST LOADING LOAD ELEV .FORCES (KIP 6 KIP/FT) .MOMENTS(FT .K 6 FT.K/FT) ANT-ORIENT ~'CYPE N E DOWN N E TORSION AZI VERT FT DEG DEG C 912. 0 .410 .000 .190 .00 .00 .70 . 0 .00 ,,,,G 909. 0 .180 .000 .080 .00 .00 .97 . 0 .00 900. 0 .900 .000 .190 .00 .00 .70 . 0 .00 399. 0 .720 .000 .570 .00 .00 1.08 . 0 .00 ~ 399. 0 .150 .000 .200 .00 .00 .26 . 0 .00 C 280. 0 .305 .059 .501 -.65 1.12 1.09 90. 9 .00 .-C 270. 0 .750 .000 .950 .00 .00 .00 . 0 .00 250. 0 .296 .052 .501 -.65 1.12 1.01 90. 9 .00 225. 0 .149 -.002 .172 -.22 .39 .99 105. 9 .00 C 214. 0 .399 -.238 .501 1.30 .00 .40 317. 2 .00 C 205. 0 .680 .000 .950 .00 .00 .00 . 0 .00 185. 0 .378 -.228 .501 1.30 .00 .39 317. 2 .00 165. 0 .499 -.088 .501 1.30 .00 .16 345 .0 .00 150. 0 .300 .000 .120 .00 .00 .59 .0 .00 C 135. 0 .919 -.083 .501 1.30 .00 .15 395 .0 .00 °'-7 900. 0 .053 .000 .054 -.O1 .00 .00 300. 0 .099 .000 .054 -.O1 .00 .00 ~ 300. 0 .050 .000 .060 -.O1 .00 .00 D 280 .0 .099 .000 .060 -.O1 .00 .00 D 280 .0 .096 .000 .063 .00 .00 .00 ~J 250 .0 .049 .000 .063 .00 .00 .00 7 250 .0 .040 .000 .066 .00 .00 .00 J 290 .0 .040 .000 .066 .00 .00 .00 D 290 .0 .041 .000 .073 .00 .00 .00 „~ 226 .0 .090 .000 .073 .00 .00 .00 J 226 .0 .090 .000 .075 .00 .00 .00 J 229 .0 .090 .000 .075 .00 .00 .00 D 229 .0 .090 .000 .076 .00 .00 .00 D 220 .0 .090 .000 .076 .00 .00 .00 --+) 220 .0 .099 .000 .091 .00 .00 .00 J 219 .0 .094 .000 .091 .00 .00 .00 ) 219 .0 .099 .000 .094 .00 .00 .00 D 186 .0 .097 .000 .094 .00 .00 .00 D 186 .0 .099 .000 .095 .00 .00 .00 '°') 189 .0 .099 .000 .095 .00 .00 .00 7 189 .0 .051 .000 .097 .00 .00 .O1 ) 166 .0 .050 .000 .097 .00 .00 .O1 D 166 .0 .050 .000 .098 .00 .00 .00 D 169 .0 .050 .000 .098 .00 .00 .00 7 169 .0 .051 .000 .099 .00 .00 .00 7 150 .0 .050 .000 .099 .00 .00 .00 J 150 .0 .050 .000 .102 .00 .00 .00 D 190 .0 .049 .000 .102 .00 .00 .00 ,,.,,p 190 .0 .050 .000 .110 .00 .00 .00 J 136 .0 .050 .000 .110 .00 .00 .00 ) 136 .0 .052 .000 .112 .00 .00 .00 D 134 .0 .052 .000 .112 .00 .00 .00 D 139 .0 .059 .000 .113 .00 .00 .00 -+J 120 .0 .053 .000 .113 .00 .00 .00 ) 120 .0 .098 .000 .098 .00 .00 .00 ) 10 .0 .033 .000 .098 .00 .00 .00 D 10 .0 .013 .000 .061 .00 .00 .00 D .0 .013 .000 .061 .00 .00 .00 BUY LOADING '_ .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF 180.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 :ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz = 1 Gh - 1 3 - EIA 222 C 9 - Special Factors 5 - Site Specific Wind Formula 3UPPRE55 PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INT RNL MEMBER ALL DISPL INT RNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADING CONDITION S ___________________ _ WIND 60.6 MPH WIND 6 0.5" ICE A210. DEGREE ~7AST LOADING '~ OAD ELEV .FORCES (KIP 5 KIP/FT) .MOMENTS(FT .R & FT.K/FT) ANT-ORIENT CYPE N E DOWN N E TORSION AZI VERT FT DEG DEG C 412 .0 .355 .205 .190 .00 .00 .70 . 0 .00 _ 909 .0 .156 .090 .OBO .00 .00 .47 . 0 .00 900 .0 .346 .200 .140 .00 .00 .70 . 0 .00 399 .0 .623 .360 .570 .00 .00 1.08 . 0 .00 C 399 .0 .130 .075 .200 .00 .00 .26 . 0 .00 ..L 280 .0 .198 .371 .501 -.65 1.12 1.23 90. 9 .00 _ 270 .0 .650 .375 .950 .00 .00 .00 . 0 .00 _ 250 .0 .191 .359 .501 -.65 1.12 1.19 90. 9 .00 C 225 .0 .129 .103 .172 -.22 .39 .56 105. 9 .00 C 219 .0 .390 .018 .501 1.30 .00 -.36 317. 2 .00 --C 205 .0 .589 .390 .950 .00 .00 .00 . 0 .00 _ 165 .0 .326 .017 .501 1.30 .00 -.35 317. 2 .00 _ 165 .0 .923 -.016 .501 1.30 .00 -.17 395. 0 .00 C 150 .0 .260 .150 .120 .00 .00 .54 . 0 .00 C 135 .0 .399 -.016 .501 1.30 .00 -.16 395. 0 .00 7 900 .0 .094 .025 .054 -.O1 .00 .O1 300 .0 .091 .023 .054 -.O1 .00 .O1 D 300 .0 .091 .024 .060 -.O1 .00 .O1 D ~ 280 .0 .090 .023 .060 -.O1 .00 .O1 J 280 .0 .039 .022 .063 .00 .00 .O1 7 250 .0 .038 .022 .063 .00 .00 .O1 D 250 .0 .035 .020 .066 .00 .00 .00 D 290 .0 .039 .020 .066 .00 .00 .00 .~ 290 .0 .035 .020 .073 .00 .00 .00 J 226 .0 .035 .020 .073 .00 .00 .00 D 226 .0 .035 .020 .075 .00 .00 .00 D 229 .0 .035 .020 .075 .00 .00 .00 D 229 .0 .035 .020 .076 .00 .00 .00 --~ 220 .0 .035 .020 .076 .00 .00 .00 ~ 220 .0 .038 .022 .091 .00 .00 .00 J 214 .0 .038 .022 .091 .00 .00 .00 D 214 .0 .093 .029 .099 .00 .00 .00 D 186 .0 .091 .029 .099 .00 .00 .00 °^J 186 .0 .099 .025 .095 .00 .00 .00 ) 184.0 .099 .025 .095 .00 .00 .00 D 189.0 .097 .027 .097 .00 .00 .00 D 166.0 .045 .026 .097 .00 .00 .00 "7 166.0 .095 .026 .098 .00 .00 .00 ) 169.0 .095 .026 .098 .00 .00 .00 ~ 169.0 .095 .026 .099 .00 .00 .00 D 150.0 .099 .025 .099 .00 .00 .00 D 150.0 .093 .025 .102 .00 .00 .00 J 190.0 .093 .025 .102 .00 .00 .00 190.0 .094 .025 .110 .00 .00 .00 J 136.0 .093 .025 .110 .00 .00 .00 D 136.0 .095 .026 .112 .00 .00 .00 _..~ 139.0 .095 .026 .112 .00 .00 .00 139.0 .047 .027 .113 .00 .00 .00 7 120.0 .046 .026 .113 .00 .00 .00 D 120.0 .041 .029 .098 .00 .00 .00 D 10.0 .029 .017 .098 .00 .00 .00 ~ 10.0 .011 .007 .061 .00 .00 .00 ) .0 .011 .007 .061 .00 .00 .00 GUY LOADING .. WIND LOADI NG ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF L10.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 ;ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz = 1 Gh 1 3 - EIA 222 C 4 - Special FactoYs -- 5 - Site Speci fic Wind Form ula SUPPRESS PRINTING ...FOR THIS LOADING.. INPUT DISPL INTRNL MEMBER LOADS FORCES LOADS ...........MAXIMUMS.......... ALL DISPL INTRNL MEMBER FORCES LOADS no yes yes yes no no no no .OADING CONDITION T ___________________________________________ _ _ _ __ WIND 60.6 MPH WIND 6 0.5" ICE A240. DEGREE MAST LOADING GOAD ELEV .FORCES (KIP b KIP/FT) .MOMENTS(FT .K & FT.K/FT) ANT-ORIENT CYPE N E DOWN N E TORSION AZI VERT FT DEG DEG '~` 912 .0 .205 .355 .140 .00 .00 .70 .0 .00 909 .0 .090 .156 .080 .00 .00 .97 .0 .00 900 .0 .200 .396 .140 .00 .00 .70 .0 .00 C 399 .0 .360 .623 .570 .00 .00 1.08 .0 .00 ,~ 399 .0 .075 .130 .200 .00 .00 .26 .0 .00 280 .0 .058 .506 .501 -.65 1.12 .96 90.9 .00 270 .0 .375 .650 .950 .00 .00 .00 .0 .00 ~ 250 .0 .056 .969 .501 -.65 1.12 .93 90.9 .00 C 225 .0 .089 .196 .172 -.22 .39 .59 105.9 .00 .1: 219 .0 .051 .307 .501 1.30 .00 -.96 317.2 .00 205 .0 .340 .589 .950 .00 .00 .00 .0 .00 185 .0 .049 .295 .501 1.30 .00 -.92 317.2 .00 C 165 .0 .256 .173 .501 1.30 .00 -.75 395.0 .00 C 150 .0 .150 .260 .120 .00 .00 .54 .0 .00 135 .0 .292 .169 .501 1.30 .00 -.70 395.0 .00 D 900.0 .022 .038 .059 -.O1 .00 .O1 D 300.0 .020 .035 .059 -.O1 .00 .O1 ~-`) 300.0 .020 .035 .060 -.O1 .00 .O1 ) 280.0 .020 .035 .060 -.O1 .00 .O1 ) 260.0 .021 .036 .063 .00 .00 .O1 D 250.0 .020 .035 .063 .00 .00 .O1 D 250.0 .020 .035 .066 .00 .00 .00 ~~7 290.0 .020 .039 .066 .00 .00 .00 ) 290.0 .020 .035 .073 .00 .00 .00 J 226.0 .020 .035 .073 .00 .00 .00 D 226.0 .020 .035 .075 .00 .00 .00 ,_p 229.0 .020 .035 .075 .00 .00 .00 ) 229.0 .020 .035 .076 .00 .00 .00 220.0 .020 .035 .076 .00 .00 .00 J 220.0 .022 .036 .091 .00 .00 .00 D 219.0 .022 .038 .091 .00 .00 .00 -n 219.0 .029 .093 .099 .00 .00 .00 ) 186.0 .029 .091 .099 .00 .00 .00 186.0 .026 .049 .095 .00 .00 .00 D 184.0 .026 .049 .095 .00 .00 .00 D 184.0 .027 .048 .097 .00 .00 .00 '-7 166.0 .027 .096 .097 .00 .00 .00 166.0 .026 .095 .098 .00 .00 .00 169.0 .026 .095 .098 .00 .00 .00 D 169.0 .026 .095 .099 .00 .00 .00 D 150.0 .025 .094 .099 .00 .00 .00 °> 150.0 .025 .093 .102 .00 .00 .00 190.0 .025 .093 .102 .00 .00 .00 J 190.0 .025 .099 .110 .00 .00 .00 D 136.0 .025 .093 .110 .00 .00 .00 „~ 136.0 .026 .095 .112 .00 .00 .00 134.0 .026 .095 .112 .00 .00 .00 134.0 .027 .047 .113 .00 .00 .00 J 120.0 .026 .046 .113 .00 .00 .00 D 120.0 .029 .041 .098 .00 .00 .00 ...n 10.0 .017 .029 .098 .00 .00 .00 ) 10.0 .007 .011 .061 .00 .00 .00 7 .0 .007 .011 .061 .00 .00 .00 GUY LOADING .. WIND LOADI NG ... TEMP .ICE LOAD.. CONV PRO FILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF 290.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 ;ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz = 1 Gh = 1 ._ 3 - EIA 222 C 9 - Special F actors 5 - Site Speci fic Wind Form ula SUPPRESS PRINTING ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INT RNL MEMBER ALL DISPL INT RNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no na no GOADING CONDITION U - - ---- ,WIND 60.6 MPH WIND 6 0.5" ICE A270. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT.K fi FT .K/FT) ANT-ORIENT TYPE N E DOWN N E TORSION A ZI VERT FT DEG DE6 412.0 .000 .910 .140 .00 .00 .70 .0 .00 C 909.0 .000 .180 .080 .00 .00 .97 .0 .00 ...L 900.0 .000 .900 .190 .00 .00 .70 .0 .00 _ 399.0 .000 .720 .570 .00 .00 1.08 .0 .00 399.0 .000 .150 .200 .00 .00 .26 .0 .00 C 280.0 -.008 .591 .501 -.65 1.12 .69 90 .9 .00 C 270.0 .000 .750 .950 .00 .00 .00 .0 .00 ~-C 250.0 -.007 .529 .501 -.65 1.12 .66 90 .9 .00 _ 225.0 -.008 .272 .172 -.22 .39 .90 105 .9 .00 _ 214.0 -.289 .499 .501 1.30 .00 -1.04 317 .2 .00 C 205.0 .000 .680 .950 .00 .00 .00 .0 .00 C 165.0 -.273 .426 .501 1.30 .00 -1.00 317 .2 .00 _ 165.0 -.137 .279 .501 1.30 .00 -.85 395 .0 .00 150.0 .000 .300 .120 .00 .00 .54 .0 .00 _ 135.0 -.129 .263 .501 1.30 .00 -.80 395 .0 .00 D + 900.0 .000 .033 .059 -.O1 .00 .00 ) 300.0 .000 .031 .059 -.O1 .00 .00 7 300.0 .000 .031 .060 -.O1 .00 .00 J 280.0 .000 .031 .060 -.O1 .00 .00 D 280.0 .000 .037 .063 .00 .00 .00 ..D 250.0 .000 .036 .063 .00 .00 .00 ) 250.0 .000 .090 .066 .00 .00 .00 ) 290.0 .000 .040 .066 .00 .00 .00 D 290.0 .000 .091 .073 .00 .00 .00 D 226.0 .000 .090 .073 .00 .00 .00 -+) 226.0 .000 .090 .075 .00 .00 .00 229.0 .000 .090 .075 .00 .00 .00 ) 229.0 .000 .040 .076 .00 .00 .00 D 220.0 .000 .090 .076 .00 .00 .00 D 220.0 .000 .099 .091 .00 .00 .00 ~~ 214.0 .000 .049 .091 .00 .00 .00 219.0 .000 .049 .099 .00 .00 .00 ) 186.0 .000 .047 .099 .00 .00 .00 D 186.0 .000 .051 .095 .00 .00 .00 D 184.0 .000 .051 .095 .00 .00 .00 ~ 184.0 .000 .059 .097 .00 .00 .00 166.0 .000 .052 .097 .00 .00 .00 J 166.0 .000 .052 .098 .00 .00 .00 D 164.0 .000 .052 .098 .00 .00 .00 ~ 164.0 .000 .051 .099 .00 .00 .00 7 150.0 .000 .050 .099 .00 .00 .00 ) 150.0 .000 .050 .102 .00 .00 .00 J 190.0 .000 .099 .102 .00 .00 .00 D 190.0 .000 .050 .110 .00 .00 .00 .~ 136.0 .000 .050 .110 .00 .00 .00 ) 136.0 .000 .052 .112 .00 .00 .00 ) 134.0 .000 .052 .112 .00 .00 .00 D 134.0 .000 .059 .113 .00 .00 .00 D 120.0 .000 .053 .113 .00 .00 .00 ~-•) 120.0 .000 .048 .098 .00 .00 .00 ) 10.0 .000 .033 .098 .00 .00 .00 ) 10.0 .000 .013 .061 .00 .00 .00 D .0 .000 .013 .061 .00 .00 .00 "UY LOADING .. WIND LOADING .. TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. v AZI SPEED REF CHANGE RAD DENS TOL CA H WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF ..270.0 60.6 .00 -10.00 .50 56.00 .0100 ~ 1 1.00 1.00 1.00 CABLE PROFILE : 1 - CATENARY 2 - PARABOLI C WIND PROFILE : 1 - EIA 222 E 2 - KZ = 1 Gh - 1 3 - EIA 222 C 9 - Special Factors 5 - Site Specific Wind Form ula "~iUPPRESS PRINTING .. .FOR THIS LOADING . . .. .... .....MAXIMUMS... .... ... •~ INPUT D ISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no --LOADING COND ITION V =_ ___-- _____ _____ ________ ________ ___ _____ ___ _____ aI ND 60.6 M PH WIND 5 0. 5" ICE A300. DEGREE MAST LOADI NG LOAD ELEV .FORCES (KI P & KIP/FT) .MOMENTS(FT.K & FT.K/FT) ANT-ORIENT _ ~CYPE N E DOWN N E TORSION AZI VERT F T DEG DEG C 912. 0 -.205 . 355 .190 . 00 . 00 . 70 . 0 .00 ,~ 909. 0 -.090 . 156 .080 . 00 . 00 . 97 . 0 .00 900. 0 -.200 . 396 .190 .00 . 00 . 70 . 0 .00 399. 0 -.360 . 623 .570 . 00 . 00 1. 06 . 0 .00 C 399. 0 -.075 . 130 .200 .00 . 00 . 26 . 0 .00 C 260. 0 -.070 . 505 .501 - .65 1. 12 . 33 90. 9 .00 270. 0 -.375 . 650 .950 .00 .00 . 00 . 0 .00 250. 0 -.068 . 988 .501 - .65 1 .12 . 32 90. 9 .00 225. 0 -.132 . 239 .172 - .22 .39 -. OS 105. 9 .00 C 219. 0 -.376 . 953 .501 1 .30 .00 -1. 06 317. 2 .00 C 205. 0 -.390 . 589 .950 .00 .00 . 00 . 0 .00 185. 0 -.360 . 939 .501 1 .30 .00 -1. 02 317. 2 .00 165. 0 -.932 . 239 .501 1 .30 .00 -. 51 345. 0 .00 150. 0 -.150 . 260 .120 .00 .00 . 59 . 0 .00 C 135. 0 -.908 . 226 .501 1 .30 .00 -. 48 345. 0 .00 ~°7 400. 0 -.022 . 038 .059 - .O1 .00 . O1 ] 300. 0 -.020 . 035 .059 - .O1 .00 . O1 ~ 300. 0 -.020 . 035 .060 - .O1 .00 . O1 D 280. 0 -.020 . 035 .060 - .O1 .00 . O1 D ~ 280. 0 -.021 . 036 .063 .00 .00 . O1 ) 250. 0 -.020 . 035 .063 .00 .00 . O1 ) 250. 0 -.020 . 035 .066 .00 .00 . 00 J 290. 0 -.020 . 039 .066 .00 .00 . 00 D 290. 0 -.020 . 035 .073 .00 .00 . 00 .~D 226. 0 -.020 . 035 .073 .00 .00 .00 226. 0 -.020 . 035 .075 .00 .00 . 00 ] 224. 0 -.020 . 035 .075 .00 .00 . 00 D 229. 0 -.020 . 035 .076 .00 .00 .00 D 220. 0 -.020 . 035 .076 .00 .00 .00 ^+l 220. 0 -.022 . 038 .091 .00 .00 .00 214. 0 -.022 . 038 .091 .00 .00 .00 ] 219. 0 -.029 . 093 .099 .00 .00 .00 D 186. 0 -.029 . 091 .099 .00 .00 .00 D 186. 0 -.029 . 093 .095 .00 .00 .00 "7 189. 0 -.029 . 093 .095 .00 .00 .00 ) 189. 0 -.025 . 099 .097 .00 .00 - .O1 J 166. 0 -.025 . 093 .097 .00 .00 - .O1 D 166. 0 -.025 . 099 .096 .00 .00 .00 D _~ 169. 0 -.025 . 094 .098 .00 .00 .00 ] 169. 0 -.026 . 095 .099 .00 .00 .00 ] 150. 0 -.025 . 094 .099 .00 .00 .00 J 150. 0 -.025 . 093 .102 .00 .00 .00 D 140. 0 -.025 . 093 .102 .00 .00 .00 ..D 140. 0 -.025 . 099 .110 .00 .00 .00 0 136. 0 -.025 . 093 .110 .00 .00 .00 136. 0 -.026 . 095 .112 .00 .00 .00 D 139. 0 -.026 . 095 .112 .00 .00 .00 D 139. 0 -.027 . 097 .113 .00 .00 .00 •-7 120. 0 -.026 . 096 .113 .00 .00 .00 ~ 120. 0 -.024 . 091 .098 .00 .00 .00 ~ 10. 0 -.017 . 029 .098 .00 .00 .00 D 10. 0 -.007 . 011 .061 .00 .00 .00 D . 0 -.007 . 011 .061 .00 .00 .00 OUY LOADING .. WIND LOADING ... TEMP r AZI SPEED REF CHANGE PRESS DEG MPH PSF DEG 300.0 60.6 .00 -10.00 ,ABLE PROFILE: 1 - CATENARY WIND PROFILE: 1 - EIA 222 E 3 - EIA 222 C 5 - Site Spec .ICE LOAD.. RAD DENS IN PCF .50 56.00 2 2 9 ific Wind For CONV PROFILES. .LOAD FACTORS. TOL CAB WIND WIND DEAD ICE .0100 2 1 1.00 1.00 1.OC - PARABOLIC - Kz = 1 Gh = 1 - Special Factors nula iUPPRE55 PRINTING "` ...FOR THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS ~" no yes yes yes no no na no ~.,OADING CONDITION W _____________________ WIND 60.6 MPH WIND 6 0.5" ICE A330. DEGREE MAST LOADING 'LOAD ELEV .FORCES (KIP S KIP/FT) .MOMENTS(FT .K fi FT.X/FT) ANT-ORIENT CYPE N E DOWN N E TORSION AZI VERT FT DEG DEG C 912 .0 -.355 .205 .190 .00 .00 .70 . 0 .00 _ 909 .0 -.156 .090 .080 .00 .00 .47 . 0 .00 _ 900 .0 -.396 .200 .190 .00 .00 .70 . 0 .00 399 .0 -.623 .360 .570 .00 .00 1.08 . 0 .00 C 399 .0 -.130 .075 .200 .00 .00 .26 . 0 .00 C 280 .0 -.198 .382 .501 -.65 1.12 -.25 90. 9 .00 270 .0 -.650 .375 .950 .00 .00 .00 . 0 .00 _ 250 .0 -.192 .370 .501 -.65 1.12 -.29 90. 9 .00 225 .0 -.179 .130 .172 -.22 .39 -.37 105. 9 .00 C 219 .0 -.971 .356 .501 1.30 .00 -1.01 317. 2 .00 ,.L 205 .0 -.589 .390 .950 .00 .00 .00 . 0 .00 _ 185 .0 -.952 .392 .501 1.30 .00 -.97 317. 2 .00 _ 165 .0 -.508 .202 .501 1.30 .00 -.43 395. 0 .00 C 150 .0 -.260 .150 .120 .00 .00 .59 . 0 .00 C 135 .0 -.960 .191 .501 1.30 .00 -.41 395. 0 .00 ~] 900 .0 -.099 .025 .059 -.O1 .00 .O1 ] 300 .0 -.091 .023 .059 -.O1 .00 .O1 D 300 .0 -.091 .029 .060 -.O1 .00 .O1 D 280 .0 -.090 .023 .060 -.O1 .00 .O1 "~ 260 .0 -.039 .022 .063 .00 .00 .O1 ] 250 .0 -.036 .022 .063 .00 .00 .O1 ] 250 .0 -.035 .020 .066 .00 .00 .00 D 240 .0 -.034 .020 .066 .00 .00 .00 D 240 .0 -.035 .020 .073 .00 .00 .00 +] 226 .0 -.035 .020 .073 .00 .00 .00 7 226 .0 -.035 .020 .075 .00 .00 .00 J 229 .0 -.035 .020 .075 .00 .00 .00 D 229 .0 -.035 .020 .076 .00 .00 .00 ,.,p 220 .0 -.035 .020 .076 .00 .00 .00 ] 220 .0 -.038 .022 .091 .00 .00 .00 ~ 219 .0 -.038 .022 .091 .00 .00 .00 D 214 .0 -.093 .029 .099 .00 .00 .00 D 186 .0 -.091 .029 .099 .00 .00 .00 -~ 186 .0 -.091 .023 .095 .00 .00 .00 D 189.0 -.091 .023 .095 .00 .00 .00 D 189.0 -.041 .023 .097 .00 .00 .00 D 166.0 -.040 .023 .097 .00 .00 .00 ""D 166.0 -.092 .029 .098 .00 .00 .00 D 169.0 -.092 .029 .098 .00 .00 .00 D 169.0 -.095 .026 .099 .00 .00 .00 D 150.0 -.099 .025 .099 .00 .00 .00 D 150.0 -.093 .025 .102 .00 .00 .00 ~D 190.0 -.093 .025 .102 .00 .00 .00 D 190.0 -.049 .025 .110 .00 .00 .00 D 136.0 -.043 .025 .110 .00 .00 .00 D 136.0 -.095 .026 .112 .00 .00 .00 ..~ 139.0 -.095 .026 .112 .00 .00 .00 7 139.0 -.097 .027 .113 .00 .00 .00 J 120.0 -.096 .026 .113 .00 .00 .00 D 120.0 -.091 .024 .098 .00 .00 .00 D 10.0 -.029 .017 .098 .00 .00 .00 --~] 10.0 -.011 .007 .061 .00 .00 .00 J .0 -.011 ,007 .061 .00 .00 .00 GUY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAH WIND WIND DEAD ICE PRESS DEG MPH PSF DEG IN PCF 330.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - Kz - 1 Gh = 1 3 - EIA 222 C 9 - Special Factors •~- 5 - Site Specific Wind Formula SUPPRESS PRINTING ...FOA THIS LOADING .. ...........MAXIMUMS.......... INPUT DISPL INTRNL MEMBER ALL DISPL INTRNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no LOADING CONDITION X _____________________ WIND 60.6 MPH WIND & 0.5" ICE A360. DEGREE MAST LOADING LOAD ELEV .FORCES (KIP & KIP/FT) .MOMENTS(FT .K 6 FT.K/FT) ANT-ORIENT PYPE N E DOWN N E TORSION AZI VERT FT DEG DEG 412 .0 -.910 .000 .140 .00 .00 .70 .0 .00 409 .0 -.180 .000 .080 .00 .00 .47 .0 .00 900 .0 -.900 .000 .140 .00 .00 .70 .0 .00 C 399 .0 -.720 .000 .570 .00 .00 1.08 .0 .00 C 399 .0 -.150 .000 ,200 .00 .00 .26 .0 .00 280 .0 -.307 .072 .501 -.65 1.12 -.90 90.9 .00 270 .0 -.750 .000 .950 .00 .00 .00 .0 .00 C 250 .0 -.297 .070 .501 -.65 1.12 -.87 90.9 .00 C 225 .0 -.169 .028 .172 -.22 .39 -.48 105.9 .00 .-C 219 .0 -.973 .263 .501 1.30 .00 -.81 317.2 .00 205 .0 -.680 .000 .950 .00 .00 .00 .0 .00 185 .0 -.953 .252 .501 1.30 .00 -.77 317.2 .00 C 165 .0 -.591 .079 .501 1.30 .00 -.30 395.0 .00 C 150 .0 -.300 .000 .120 .00 .00 .54 .0 .00 135 .0 -.511 .075 .501 1.30 .00 -.28 395.0 .00 D 900. 0 -.053 .000 .059 -.O1 .00 .00 D 300. 0 -.049 .000 .059 -.O1 .00 .00 .~ 300. 0 -.050 .000 .060 -.O1 .00 .00 7 280. 0 -.099 .000 .060 -.O1 .00 .00 7 280. 0 -.096 .000 .063 .00 .00 .00 D 250. 0 -.099 .000 .063 .00 .00 .00 D 250. 0 -.090 .000 .066 .00 .00 .00 "~ 240. 0 -.090 .000 .066 .00 .00 .00 ) 290. 0 -.091 .000 .073 .00 .00 .00 ~ 226. 0 -.040 .000 .073 .00 .00 .00 D 226. 0 -.090 .000 .075 .00 .00 .00 „p 224. 0 -.090 .000 .075 .00 .00 .00 224. 0 -.090 .000 .076 .00 .00 .00 ) 220. 0 -.090 .000 .076 .00 .00 .00 J 220. 0 -.099 .000 .091 .00 .00 .00 D 219. 0 -.099 .000 .091 .00 .00 .00 ,...D 219. 0 -.099 .000 .099 .00 .00 .00 ) 186. 0 -.097 .000 .099 .00 .00 .00 ) 186. 0 -.099 .000 .095 .00 .00 .00 D 189. 0 -.099 .000 .095 .00 .00 .00 D 189. 0 -.051 .000 .097 .00 .00 -.O1 --~ 166. 0 -.050 .000 .097 .00 .00 -.O1 166 .0 -.050 .000 .09H .00 .00 .00 169. 0 -.050 .000 .096 .00 .00 .00 D 169 .0 -.051 .000 .099 .00 .00 .00 D 150 .0 -.050 .000 .099 .00 .00 .00 "7 150 .0 -.050 .000 .102 .00 .00 .00 ) 190 .0 -.049 .000 .102 .00 .00 .00 ~ 190 .0 -.050 .000 .110 .00 .00 .00 D 136 .0 -.050 .000 .110 .00 .00 .00 D 136 .0 -.052 .000 .112 .00 .00 .00 139 .0 -.052 .000 .112 .00 .00 .00 139 .0 -.059 .000 .113 .00 .00 .00 J 120 .0 -.053 .000 .113 .00 .00 .00 D 120 .0 -.09H .000 .098 .00 .00 .00 .~ 10 .0 -.033 .000 .098 .00 .00 .00 10 .0 -.013 .000 .061 .00 .00 .00 .0 -.013 .000 .061 .00 .00 .00 GUY LOADING .. WIND LOADING ... TEMP .ICE LOAD.. CONV PROFILES. .LOAD FACTORS. AZI SPEED REF CHANGE RAD DENS TOL CAB WIND WIND DEAD ICE PRESS '° DEG MPH PSF DEG IN PCF 360.0 60.6 .00 -10.00 .50 56.00 .0100 2 1 1.00 1.00 1.00 ;ABLE PROFILE: 1 - CATENARY 2 - PARABOLIC WIND PROFILE: 1 - EIA 222 E 2 - KZ = 1 Gh = 1 ,,,,, 3 - EIA 222 C 9 - Special Factors 5 - Site Specific Wind Formula SUPPRESS PRINTING ...FOR THIS LOADING .. . ..........NAXIMUMS.. ........ INPUT DISPL INTRNL MEMBER ALL DISPL INT RNL MEMBER LOADS FORCES LOADS FORCES LOADS no yes yes yes no no no no GUYMAST (U SA)-Guyed Tower Analysis (c) 1999 W eisman C onsul tants Inc. Phone: (916) 736-7953 ?rocessed under license at: Fax (916) 736-4372 Structure & Tower Designers, Inc. on: 25 mar 2002 at : 10: 39:93 900' LAM33. FIVE STAR WIRELESS, MOUNTAIN HOME, TX. 70 MPH WIND G .5 ICE SOADING CONDITION A ______ _______________ ___________ 5 iterations WIND 70.0 MPH WIND & 0" ICE AT 30. DEGREE .,,j.OADING CONDITION B =___________-____________________ 5 iterations VIND 70.0 MPH WIND b 0" ICE AT 60. DEGREE ,OADING CONDITION C ________________ _________________ 5 iterations WIND 70.0 MPH WIND & 0" ICE AT 90. DEGREE LOADING CONDITION D _____________________ _---------- 6 iterations VIND 70.0 MPH WIND b 0" ICE AT 120. DEGREE ,OADING CONDITION E __________________________________ 5 iterations =______ WIND 70.0 MPH WIND & 0" ICE AT 150. DEGREE LOADING CONDITION F __________________________________ 4 iterations =______ WVI ND 70.0 MPH WIND & 0" ICE AT 160. DEGREE .OADING CONDITION G ---------------------------------- 5 iterations WIND 70.0 MPH WIND b 0" ICE AT 210. DEGREE LOADING CONDITION H __________________________________ 6 iteiations VIND 70.0 MPH WIND 6 0" ICE AT 290. DEGREE ,OADING CONDITION I ---------------------------------- 6 iterations WIND 70.0 MPH WIND & 0" ICE AT 270. DEGREE LOADING CONDITION J =--------------------------------- 5 iterations VIND 70.0 MPH WIND & 0" ICE AT 300. DEGREE ~,OADING CONDITION K ---------------------------------- 5 iteiations WIND 70.0 MPH WIND & 0" ICE AT 330. DEGREE LOADING CONDITION L -------------------------- 4 iterations "MIND 70.0 MPH WIND & 0" ICE AT 360. DEGREE LOADING CONDITION M _____________________ WIND 60.6 MPH WIND 6 0.5" ICE A 30. DEGREE LOADING CONDITION N _____________________ ~9IND 60.6 MPH WIND s 0.5" ICE A 60. DEGREE LOADING CONDITION O ---_________________ WIND 60.6 MPH WIND & 0.5" ICE A 90. DEGREE LOADING CONDITION P ________________ ____' AI ND 60.6 MPH WIND 5 0. 5" ICE A120. DEGREE sLOADING CONDITION Q _____________________ WIND 60.6 MPH WIND 6 0.5" ICE A150. DEGREE LOADING CONDITION R _____________________ AI ND 60.6 MPH WIND & 0.5" ICE A180. DEGREE LOADING CONDITION 5 _____________________ WIND 60.6 MPH WIND & 0.5" ICE A210. DEGREE LOADING CONDITION T ___________________ ..LAND 60.6 MPH WIND & 0.5" ICE A290. DEGREE ~S,OADING CONDITION U _____________ _______ WIND 60.6 MPH WIND & 0.5" ICE A270. DEGREE LOADING CONDITION V _____________________ ,{RIND 60.6 MPH WIND s 0.5" ICE A300. DEGREE -LOADING CONDITION W ------------ -- RIND 60.6 MPH WIND 6 0.5" ICE A330. DEGREE 5 iterations 5 iterations 5 iterations 6 iterations 6 iterations -_----- 4 iterations 5 iterations 6 iterations 6 iterations 5 iterations 5 iterations LOADING CONDITION X = -----------------_ ~9IND 60.6 MPH WIND & 0.5" ICE A360. DEGREE ~UYMAST (USA)-Guyed Tower Analysis ~mcessed under license at: Structure 6 Tower Designers, Inc. 9 iterations (c) 1999 Weisman Consultants Inc. Phone: (916) 736-7953 Fax (916) 736-9372 on: 25 mar 2002 at: 10:39:93 900' LRM33. FIVE STAR WIRELESS, MOUNTAIN HOME, TX. 70 MPH WIND & .5 ICE ~9AXIMUM LEG LOADS AND FACE SHEARS ( RIP - StYess in KSI ) '~ MAST --- ----- ---- - MAX LEG LOADS -------- --- -- ---- MAX FACE SHEARS --- ELEV AXIAL --- BENDING - -- - - TOTAL --- -- TORSN BE AM TOTAL FT TENS COMP TENS COMP 900 .00 ___ _____ ____ ______ ___ ______ _________ ___ ____ _________ _____ ____ ________ . 1M 2. 7P 2. 7N 2.7D 2. 9V -.BA -. 7A 1.SA . SM 6. 6X 6. 6R 6.2L 7. OR .3B -1. 44 1.65 - 395 .00 ___ _____ ____ ______ ___ ______ _________ ___ ____ _________ _____ ____ . SM 6. 6X 6. 6R 6.2L 7. OR .38 -1. 4M 1.6W . 6M 11. 3X 11 .38 l0.BX 11. BR .3B -1. 6M 1.8W 390 .00 =__ ____- __° ______ __ _______ _________ ___ ____ _________ _____ _ _- 7. 4T 7. OL 7 .17 2.OL 12. 9N .2U . 9M 1 1M 7. 6T 9. 2C 4 .6I .OA 10. 90 .2E . 6X .BM 380 .00 __ ______ ___ ______ ___ _______ _________ ___ ____ _________ _____ ____ ________ 7 .6T 9 .2C 9 .6I .OA 10. 90 .3E . 6X .BM 7 .9T 3 .1C 9 .2I .OA 11. 30 .34 -. 2V .SN 360 .00 __ ______ ___ ____ 7 .9T 3 .1C 9 .2I ,OA 11. 30 .34 -. 2V .SN .. 8 .3T 6 .1C B .BV .6C 16. 9V .94 -. 64 1.ON 390 .00 --- -------- 8 .3T 6 .1C B .BV .6C 16. 9V .94 -. 84 1.1N 8 .9T 8 .50 13 .OV 2.7C 20. BV .9Q -1. 04 1.3N 332 .10 __ ______ ___ ______ ___ _______ _________ ___ ___ __________ _____ ____ ________ 8 .4T 8 .50 13 .OV 2.7C 20. BV .94 -1. 04 1.3N B .ST 9 .30 19 .3V 3.SD 22. 1V .94 -1. 14 1.3N ,- 330 .00 __ ______ ___ ______ ___ _______ _________ ___ ___ ________ __ _____ ____ ________ 13 .3T 7 .3C 11 .3V .OA 23. 9V .44 . 6A 1.04 13 .ST 5 .60 9 .2V .OA 2 L 5V .44 -. 3C .7E 320 .00 __ ______ ___ ______ ___ _______ _________ ___ ___ __________ _____ ____ ________ "" 13 .5T 5 .60 9 .2V .OA 21. SV .54 -. 3C .7E 13 . 9T 5 .9V 9 .6R .OA 22. 98 .54 -. 44 .84 300 .00 13 .9T 5 .9V 9 .6R .OA 22. 9A .64 -. 94 .84 19 .3T 13 .1X 18 .38 .1K 31. 6R .64 -1. 04 1.2P 260 .00 -- 19 .9T 13 .9X 18 .1R .2K 31. SR 1.OB -1. 34 2.0B 14 .6T 19 .SX 23 .BR 9.9X 37. 48 1.OB -1. 54 2.2B 272 .78 14 .6T 19 .SX 23 .8R 9.9X 37. 9R 1.OB -1. 54 2.2B -- 14 .6T 22 .OX 26 .3R 7.4X 39. 9R 1.OH -1. 64 2.3H 270 .00 -- _____ ___ ______ ___ _______ __°__°__° ___ _°_ _°_°_°____ _____ ____ ________ 22 .9T 13 .9X 18 .68 .OA 39. 98 .6F -1. 1W 1.54 23 .1T 9 .1X 14 .7R .OA 35 . 7R .6F . 9I 1.2E '- 260 .00 -- ____ ____ _____ ____ _________ _____ ____ _________ _____ ____ _____ ____ _____ __ 05' 66 OS' dZ' - Ob'- XL' 9b ~0' NS' OT xT' 6T SL' 9£ O T' T OB' - Ob'- NB' Ob HO' NT' B Hb' £T SO' 9E ____ ____ _____ ____ _________ _____ ____ _________ _____ ____ _____ ____ _____ __ 00' OZT OT' T 08' - Ob'- NB' Ob HO' NT' 6 ~4' ET SO' 9£ O4' T OT' T- Ob'- d6' 6E VO' A4' S 89' L SL' S£ ____ ____ _____ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' 6ZT x0' Z NB' T O6'- dL' BE KO' OS' S d£' 9 SC ££ x8' T N9' T Ob'- AO' 6E KO' A9' 8 AZ' ZT SS' £E ____ ____ _____ ____ ________ ______ ____ ________ _ __ 00' S£T ^b' T MZ' T IZ'- Sb' BE KO' AT' 8 85' ZT Yb' £E ^£' T MT' T IZ'- X6' 04 HO' AE' OT UL' ST ZZ' EE ____ ____ _____ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' ObT N£' T NT' T IZ'- X6' Ob ~0' A£' OT ~L' ST SZ' EE ^6' a8' IZ'- XZ' 86 HO' XS' ST AT' TZ S8' ZE _. ____ ____ _____ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' OST 08' 79' 0£' XZ' 86 KO' XS' ST AT' TZ Y8' Z£ Z9' Z4' OE' X9' TS P6' XZ' 6T Ab' ZZ SS' Z£ ____ ____ _____ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' 09T -' Z9' Zb' OE' X9' TS P6' XZ' 6i A4' ZZ SS' Z£ ZS' 3£' - OE' XZ' ZS P9'T XO' OZ AO' ZZ S£' Z£ ____ ____ _____ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' S9T 06' ~9' - 08' XS' TS P9'T XS' 6T AB' TZ dT' Z£ -` 00' T 89' - 08' XT' TS fZ'T XZ' 6T AO' TZ YT' ZE ____ ___ ______ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' L9T 00' T N9' - 08' XT' TS PZ'T XZ' 6T AO' TZ ST' ZE Nb' T ~0' T- 08' XB' S4 ~0' XE' bT fZ' 9T Y9' TE ____ ___ ______ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' 08T Nb' T UO' T- 06' X8' 56 YO' X£' 4T PZ' 9T S9' TE NS' T HZ' T- 06' XS' Zb KO' 4Z' TT f4' ET a5' TE ____ ___ ______ ____ ________ ______ ____ _________ _____ ____ _____ ____ _____ __ 00' SBT aZ' Z nb' T- OS'T XB' Tb KO' 46' OT fE' ET Y£' T£ 09' Z A8' T- OS'T N£' 6E ~0' Nb' TT xT' L YB' OE -~ ____ ___ ______ ____ ________ ______ ____ _________ ____ 00' OOZ a9' Z AB' T- OS'T eE' 6E HO' Hb' TT eT' L SB' 0£ aL' Z AO' Z- OS'T xZ' 94 HO' ~9' BT XT 'TT SL OE ___ ____ ______ ____ ________ _ _ _ ____ ________ _____ _____ ____ _____ __ OO' SOZ ~' 4T' Z 09' T 4L' H6' Bb ~0' HT' 9Z XZ 'BT S6 'bZ ~6 'T O6' T TL' ~T' Sb KO' Hb' ZZ XE 'bT YL 'bZ ___ ____ ______ ____ ________ ______ ____ _________ _____ ____ ____ _____ ____ ___ T6' 60Z 36 'T O4' T OL' ~T' Sb KO' ~4 'ZZ XE 'bT YC bZ _ 38 'T O£' T ~L' ~Z' Zb HO' N9 '6T Xb 'TT S9 '6Z ___ ____ ______ ____ ________ _____ _____ ________ _____ _ 00' bTZ 00 'Z 00' T 00'T eb 'Tb HO' ~T '6T XO 'ZT S4 '4Z ~, OB 'T 06' 00'T N9 'BE HO' Hb '9T XE '6 SZ '6Z ___ ____ ______ ____ ________ ___ _ 00' OZZ OB 'T 06' 00'T ~9 'BE ~0' ab '9T XE '6 SZ 'bZ OL 'T OL' 00'T H9 '9£ ~0' ~S 'bT HT '8 ST '4Z ___ ____ ______ ____ ________ _____ _____ ____ _ 00' SZZ a£ 'T N9' ^8' 89 '9E HO' 89 '4T d0 '8 dT '4Z a0 'T N£' ^8' ~6 '£E KO' HZ 'ZT Nb '9 d8 '£Z -' ___ ____ _____ _____ ________ _____ ____ _ OS Z£Z QO 'T NE ' a8' a6 '£E HO' HZ 'ZT Nb '9 SB '£Z a0 'T NZ ' a8' E9 'E£ ~0' ~0 'ZT AZ '9 SU EZ ___ ____ _____ _____ ________ _____ _____ __ __ 00 'O4Z a0 'T NZ ' 48' ~9 '£E HO' ~0 'ZT nZ '9 dL '£Z a6 ' f£ '- 48' NE '£E ~0' E6 'TT b5 '9 SS '£Z ___ ____ _____ _____ ________ _____ _ ____ ___ 00 'OSZ ~, 30 'T IL ' 39' ab 'EE HO' ~Z 'ZT aL '9 SE 'EZ b£ 'T I6 ' 39' ~L 'S£ KO' UL 'bT XT '6 ST '£Z 36 .7T 19.18 10.5N .OA 46.7X -.4C -.2P .50 37 .3T 15.OR 8.3R .OA 95.2T -.9C .5V .7E '°` 80. 00 __ ____ __________ ___________ ____ ___ 37 .3T 15.OR 8.3R .OA 95.2T -.9C .SV .7E 37 .6T 9.SR 5.7R .OA 41.BT -.9C .8W 1.0E 70. 00 __ ____ _ __ ____ ____ ____ __ _ _____ __________ _ _ ____ ________ 38 .ST _ 10 OR _ 5 9R .OA 93.1T -.4C .8U 1.20 38 .BT 19 .8R 9.BT .OA 98.6T -.9C -.5K .9C 60. 00 __ ____ __________ ___________ _______ _________ ___________ _______ ________ ,- 38 .8T 14 .8R 9.BT .OA 98.6T -.9C -.5K .9C 39 .ST 17.78 19.2T .OA 53.7T -.9C .1R .SC 90. 00 __ ____ __________ ___________ _______ _________ ________ w. 39 .ST 17.78 19 .2T .OA 53.7T -.4C .1R .SC 39 . 6T 17.1R 14.OT .OA 53.7T -.4C .2R .50 35. 00 __ ____ __________ ___________ _______ _________ ___________ _______ 39 . 6T 17.1R 19.OT .OA 53.7T -.9C .2R .50 "~ 90 .1T 12 .3R 10.5T .OA 50.6T -.9C .SR .7R 20. 00 __ ____ __________ ___________ _______ _________ ___________ ___ 90 .1T 12.38 10.5T .OA 50.6T -.9C .SR .7R 90 .9T 6.BR 5.8T .OA 96.3T -.9C .7R .9R 10. 00 __ ____ __________ ___________ _______ _________ _________ 40 .4T 6.HR 5.8T .OA 46.3T -.9C .7R .9R 40 .6T .OW .OW .OA 90. 6T -.4C .85 1.OR ~. . 00 __ ____ __________ ___________ _______ _________ ___________ _______ ________ MAXIMUM MAS T DEFORMATION CALCULATED s MAST .. .... .DEFLECTIONS (FT) .... ..... ........ .ROTATIONS (DEG).. ....... ELEV .. ... HORIZONTAL ...... DOWN ........ TILT ..... ..... TWIST FT NORTH EAST TOTAL NORTH EAST TOTAL 400 .0 -1 . 77X 1.36T 1.77X .12T 1.028 .BOV 1.028 -.88M 395 .0 -1 . 72X 1.34T 1.72X .12T 1.OOR .76V 1.OOR -.86M 390 .0 -1. ___ 67X ____ 1.30T __________ 1.67X ___________ .12T _______ .95R _________ .74V ___________ .96R _______ -.85M ________ 380 .0 -1. SBX 1.22T 1.SBX .12T .92R .70V .92R -.83M ,._ 360 .0 -1. 91X 1.08T 1.91X .12T .91R .66V .91R -.7 SM 340 .0 -1. 22X .93T 1.22X ,11T .BSR .57V .85R -.71M 332 .1 -1. 19X .88T 1.14X .11T .78R .99V .78R -.68M - 330 .0 ___ -1. ___ ____ 12X ____ __________ .87T __________ ___________ 1.12X ___________ _______ .11T _______ _________ .75R _________ ___________ .47V ___________ _______ .75R _______ ________ -.67M ________ 320 .0 -1. 09X .81T 1.09X .11T .66R .90V .68R -.63M 300 .0 -. 88X .71T .BBX .lOT .51R .26T .S1R -.53M '~ 280 .0 -. 75X .63T .75X .09T .32R .18T .33R -.93M 272 .8 -. 72X .61T .72X .09T -.23X .135 .23X -.35M 270 .0 ___ -. ____ 71X __________ .60T ___________ .71X _______ .09T _________ -.15X __________ -.13I ________ .17I ________ -.32M 260 .0 -. 69X -.60P .69P .09T .13J -.17J .21J -.33M 250 .0 -. 67X -.59P .70P .08T -.16F -.19J .29J -.34M ,_ 290 .0 -. 67X -.59P .70P .OBT -.19F -.19J .26J -.30M 237 .5 -. 67X -.59P .70P .OBT -.20F -.19J .26J -.30M 225 .0 -. 66X .SBT .71P .OBT -.29R -.21V .30V -.28L 220 .0 -. 66X .SBT .71P .07T -.28R -.29V .33V -.27L 219 .0 -. 69X .SBT .71P .07T -.39R -.28V .36V .260 ~- 209 .9 -. 70X .59T .72P .07T -.38R -.31V .92V .270 205 .0 -. 72X .59T ,73P .07T -.97R 37V 99V 280 200. 0 -.79X .60T 185. 0 -.80X .63T 180. 0 -.81X .65U "- 167. 0 -.89X .69U 165. 0 -.69X .69U 160. 0 -.89X .70U 150. 0 -.89X .70U _„ 190. 0 -.81X .69U 135. 0 -.eOX .68U 129. 0 -.78X .67U 120. 0 -.76X .66U 99. 5 -.69X .61U 80. 0 .62R .54U 70. 0 .57R SOU ~' 60 .0 .52R .95V 90 .0 .39R .33V 35 .0 .35R .30V 20 .0 .21R .18V ,_ 10 .0 .11R .09V .0 .OOA .OOA e7AXIMOM ANTENNA ROTATIONS ELEV ORIENTATION FT AZI ELEV DEG DEG 912.0 .0 .0 909.0 .0 .0 900.0 .0 .0 399.0 .0 .0 399.0 .0 .0 280.0 90.9 .0 ,~ 270.0 .0 .0 250.0 90.9 .0 225.0 105.9 .0 214.0 317.2 .0 205.0 .0 .0 "'~ 185.0 317,2 .0 165.0 395,0 .0 y 150.0 .0 .0 135.0 345.0 .0 ~,J"7AXIMUM INTERNAL MAST FORCES 79P .07T -.52R -.92V .59V .310 BOX .06T -.59R -.92V .59V .93C 82X .06T -.S1R -.90V .S1R .96C 95X .06T -.91R -.31V .91R .S1C 85X .06T -.39R -.29V .39R .52C BSX .OST -.33R -.25V .33R .53C 69X .OST -.23R .16N .23R .SSC 82X .05T -.17L .19I .18L .SSC 80X .OST -.18L .15I .19L .56C 76X .09T -.16L .19I .17L .54C 76X .09T -.16L .19I .17L .59C 69X .03T -.21X .18I .22X .46C 63V .03T -.29X .29U .29X .37C 58V .02T -.31X .26U .31X .33C 53V .02T -.33X .29U .39X .26C 39V .O1T .45R .36V .96V .19C 35V .O1T .98R .91V .99V .17C 21V .O1T .57R .99V .SBV .lOC 11V .OOT .61R .52V .61V .OSC OOA .OOA .62R .53V .63V .OOA ........ BEAM DEFLECTIONS (DEC,) ..... ROLL YAW PITCH TOTAL -.795 V .879 M -1. 022 R 1.098 4 -.795 V .879 M -1. 022 R 1.098 4 -.795 V .879 M -1. 022 R 1.098 4 -.791 V .870 M -1. O1B R 1.092 Q -.791 V .870 M -1. 018 R 1.092 Q .329 R .426 M -. 182 T .953 M .127 I .321 M . 152 X .338 M -.160 F .337 M . 188 J .338 M -.219 R .283 L . 269 V .290 L -.315 N .264 0 -. 378 V .900 V .374 V .278 O . 968 R .996 R -.999 N .932 C -. 533 V .566 V -.330 N .529 C . 370 R .529 C -.159 N .547 C . 227 R .559 C -.159 T ,558 C . 189 L .569 C MAST TOTAL ......SHEAR...... ....... MOMENT..... TORSION ELEV AXIAL N- S E- W N- S E- W FT KIP KIP KIP FT-KIP FT-KIP FT-KIP 900.0 ............ .................................. ............. ........... "` .36 M -.99 X -.99 O 6.59 L 6.59 C 1.89 A ... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... o' ozz _., O SE' Z- A 9T' SZ- H SO' 6E- O 6Z' L- H ZT' T S bL' ZL O S£' Z- A 0£' OZ- ~ £9' b£- J TT' T- H Z6' d 9£' ZL ... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... O' SZZ ^ E6' T- n T6' 6T- a S8' bE- N 98' - a LL' s 6T' ZL -• ^ I6' T- A 90' 6T- ~ BO' 6Z- N Zb' - x LZ' Z LZ' TL ... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... S' LEZ ^ 66' T- A LO' bT- H 60' 6Z- N Z6' - ~ LZ' Z LZ' TL ^ 88' T- n 86' ET- H ES' 8Z- N bE' - I 8T' Z 60' TL ... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... O' ObZ ^ 68' T- A 86' ET- d ES' 8Z- N EE' - I 8T' Z 60' TL ^ 98' T- A 60' £T- N ZE' 8Z- f 6E' - 3 Zb' - Z E6' OL ... ... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... O' OSZ d Ob' T- A Z6' TT- e L6' 8Z- T 66' - 3 ZL' - s E6' 69 3 Ob' T- A 8E' 6T- N 56' bE- I 0£' T- X OT' T s 6Z' 69 ... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... O' 09Z 3 Ob' T- A BE' 6T- N S6' 6E- T 0£' T- X OT' T s 6Z' 69 3 Ob' T- A L9' 6Z- ~ ZZ' 66- I T9' T- x 9S' T S 99' 89 ~ K 86' Z O 00' BT- X TE' 6T- O ZO' b X 6£' b Z Z8' EZ O' OLZ 8 9 R + ____ ____ + ___ _____ ____ ___ _____ ____ ____ ___ 8 __ 66 ______ 'Z- ____ A ___ LL' _____ Sb- ____ a ___ 65' _____ Z9- ____ d ___ 66' _ T- X 8E' Z- a 68' Eb H 66 'Z- A 9Z' Tb- x BL' 9S- d 68' T- X 9Z' Z- s ZL' £b ... .. ...... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... 8' ZLZ H 86 'Z- A 9Z' Tb- H BL' 95- d 68' T- X 9Z' Z- S ZL' E6 H 96 'Z- A TS' OE- H EO' E6- d E9' T- X E6' T- s 9Z' £b '_ ... .. ...... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... O' OBZ D Ob 'T- A 6E' 6Z- N 99' E6- Z EO' T X Z9' T- S 9L' Z6 O TE 'T- n S8' LT- ~ TB' ZZ- a ££' X £9' - S SS' Tb ... .. ...... .... ... ..... .... ... ..... .... ... ..... .... ... ..... .... ... .... 0' 00£ b EZ 'T- n S8' LT- >t TB' ZZ- Z EE' X £9' - S SS' T4 b bT 'T- A b£' BT- 3 T9' 6T- O ZS' Z 56' S 96' 06 ... .. ...... .... ... ..... .... ... ..... .... ... ..... .... ... .... ..... ... .... O' OZE -_ 0 SO 'T- A b£' 8T- 3 T9' 6T- O ZS' Z S6' Z 96' 06 O TO 'T- A OT' EZ- d 66' 6Z- ^ 08' a 68' - Z Z6' 6£ O 9Z ' N ££' 9- H 68' L N 60' Z ?1 6L' Z- X bS' bT 0' 0££ ° B R 9 + + ___ D __ 00 _____ 'T- _____ A ___ 06' _____ 6Z- ____ ~ ___ 9Z' _____ ZE- ___ A ____ 9E' ____ T _____ N ___ SB' ____ T _____ z ___ 06' __ S' D 66 '- A SL' 9Z- ~ T9 'BZ- A 6Z' T ~ SL' T s BZ' SZ "` ... .. ..... ..... ... ..... ... ... ...... ... .... .... ..... ... .... ..... ... .... T' ZEE O 86 '- A SL' 9Z- H T9 'BZ- A 6Z' T ~ SL' T S 8Z' SZ D 66 '- ^ SL' BT- 3 69 'BT- A TO' T x bE' T Z S8' bZ ... .. ..... ..... ... ..... ... ... ...... ... .... .... ..... ... .... ..... ... .... 0' Ob£ 0 T6 '- n SL' 8T- 3 89 '8T- A TO' T N bE' T s S8' bZ 0 ZB '- T £B' 6- X 8Z 'L- A 8Z' a Z£' Z 9L' EZ ... .. ..... ..... .. ...... ... ... ...... ... .... .... ..... ... .... ..... ... .... 0 '09£... b EL '- I £B '6- X 8Z 'L- A BZ' H Z£' s 9L' EZ 3 S9 '- I Z6 'TT- 3 Lb '6- s 69' - X L6' S L9 'ZZ ... .. ..... .... ... ...... ... ... ...... ... .... .... ..... ... .... .... ... ..... O '08E 3 6S '- I Z6 'TT- 3 Lb '6- S 69' - X L6 ' S L9 'ZZ ~ 95 '- O BT 'LT 3 TL '9T- Z _ TO' __ T- x OS 'T Z ET 'ZZ __ _ __ d ___ EE _____ ' ____ n ___ 90 ______ 'TT ___ x ___ ZB ______ 'ZT __ Z 6T' £- X TT 'b Z Sb 'OZ O '06E 8 9 9 + + , __ _ __ H ___ 99 _____ '- ____ O ___ E6 ______ 'SZ ___ X ___ 00 ______ 'LZ ___ O 6T 'Z- X 6£ 'Z- W 69 'T e 69 '- O 8£ 'ST X L9 'ST O EO 'Z- X ET 'Z- W 04 'T .. ... ..... .... ... ...... ... ... ...... ... ... ..... .... ... ..... .... ... ..... O 'S6E H Z9 '- O e£ 'ST X L9 'ST O £0 'Z- X ET 'Z- W 06 'T 72. 79 T 1. 12 R -1. 29 O -39. 05 R -25. 16 V -2. 35 C 73. 28 T 1. 36 R -1. 56 O -95. 49 R 32. 36 N -2. 35 C ,.. 219. 0 ..... ... .... ..... ... .... ..... ... ... ...... ... ... ...... ... .... ..... ... .. 73. 76 T -1. 81 L -1. 99 C -96. 79 R 32. 36 N -1. 68 L 79. 17 T -1. 98 L -2. 16 C -53. 92 R 39. 53 N -1. 69 L .....209. 9 ..... ... .... ..... ... .... ..... ... ... ...... ... ... ...... ... .... ..... ... .. 79. 17 T -1. 98 L -2. 16 C -53. 42 R 39. 53 N -1. 70 L 79. 63 T 2. 21 R -2. 37 O -62. 22 A 98. 84 N -1. 70 L _ + + & 5 @ 205. 0 16. 61 P -5. 81 R -5. 64 U 17. 96 R -16. 96 O -2. 85 C 92. 06 T 3. 30 R 2. 73 V 99. 26 R 39. 60 N -3. 60 C 92. 53 T -3. 06 R -2. 52 V -27 .26 R 21. 17 N -3. 59 C 200. 0 ..... ... .... ..... ... .... ..... ... ... ..... .... ... ...... ... .... ..... ... .. 92. 53 T -3. 06 R -2. 52 V -27 .26 R 21. 17 N -3. 58 C 93. 99 T -2. 35 R -1. 90 V -25 .97 L 27. 95 U -3. 56 C 185. 0 ..... ... .... ..... ... .... ..... .. .... ..... .... ... ...... ... .... ..... ... .. 99. 94 T -1. 97 R 1. 96 N -26 .70 L 27. 95 U -2. 05 C 94. 92 T -1. 72 R -1 .25 V -33 .96 X 39. 35 U -2. 04 C .,...180. 0 ..... ... .... ..... ... .... .... ... .... ..... .... ... ...... ... ... ...... ... .. 99. 92 T -1. 72 R -1 .25 V -33 .96 X 39. 36 U -2. 02 C 96. 18 T -1. 06 R - .68 V 96 .59 R 49. 57 U -1. 99 C 167. 0 ..... ... .... .... ... ..... .... ... .... ..... .... ... ...... ... ... ...... ... .. ~-. 96. 18 T -1 .06 R - .68 V 96 .60 R 99. 56 U -1. 99 C 96. 37 T - .96 R - .59 V 98 .71 R 95. 19 U -1. 99 C 165. 0 .... ... ..... .... ... ..... .... ... .... ..... .... ... ...... ... ... ...... ... .. .. 96 .87 T - .52 R .37 N -97 .73 X 95. 13 U -. 70 O 97 .37 T - .59 L .93 I 49 .36 R 93. 95 U -. 71 O 160 .0 .... ... ..... .... ... ..... .... ... .... ..... .... ... ...... ... ... ..... ... ... 97 .37 T - .59 L .94 I 49 .36 R 93. 95 U - .72 O '"'~ 98 .36 T -1 .00 L .85 I 48 .19 R 39. 06 V - .74 O 150 .0 .... ... ..... .... ... ..... .... ... .... ..... .... ... ...... ... ... ..... ... ... 98 .48 T -1 .27 X 1 .12 U 98 .19 R 39. 06 V .50 I 99 .51 T -1 .76 X 1 .62 U 37 .90 R 28. 88 V .50 I 140 .0 .... ... ..... .... ... ..... .... ... .... ..... .... ... ...... .. .... ..... ... ... 99 .51 T -1 .76 X 1 .62 U 37 .90 R 28. 88 V .50 I 100 .06 T -2 .02 X 1 .67 U 29 .67 R 21 .80 V .50 I ...~ 135 .0 .... ... ..... .... ... ..... .... ... .... ..... .... ... ..... ... .... ..... ... ... 100 .56 T -2 .53 X 2 .13 U 28 .37 R 21 .80 V .95 C 101 .29 T -2 ,85 X 2 .95 U 19 .62 A 15 .60 P .95 C -- * + + fi fi @ 129 ____ .0 ____ 5 _____ .83 ___ X _____ 4 ____ .96 ___ X ____ -9 _____ .53 ___ U ____ -9 _____ .30 ____ X ___ -3 _____ .79 ___ O ____ - _____ .27 ___ 4 ___ 107 .00 T 1 .69 X 1 .69 O 18 .13 R 13 .25 V .90 C 106 .01 T 1 .16 X 1 .17 O 31 .88 R 25 .12 V .91 C 120 .0 .... ... ..... .... ... .... ..... ... .... ..... .... ... ..... ... .... ..... ... ... 108 .01 T 1 .16 X 1 .17 O 31 .88 R 25 .12 V .93 C _ 110 .02 T - .27 U .32 P 95 .38 R 36 .95 V .99 C 99 .5 .... ... .... ..... ... .... ..... ... .... ..... ... .... ..... ... .... ..... ... ... 110 .02 T - .27 U .32 P 95 .38 R 36 .95 V .95 C 111 .93 T .80 F .69 U 35 .64 R -29 .19 N .97 C .~ 80 .0 .... ... .... ..... ... .... ..... ... .... ..... ... .... ..... ... .... ..... ... ... 111 .93 T .80 F .69 U 35 .69 R -29 .19 N .97 C 112 .91 T 1 .22 R 1 .11 U 22 .67 R -18 .70 N .98 C -- + + + 5 & @ 70 .0 2 .60 N -2 .93 R -2 .7H U -1 .49 X -1 .27 O - .20 4 115 .99 T 1 .18 X -1 .19 U 23 .93 R -19 .89 N .99 C "" 116 .92 T .60 L - .76 I 35 .19 R -29 .63 N 1 .00 C 60.0 ..... ... ... ... ...... ...... ......... ...... .. ... ...... .... .... ..... ..... 116. 92 T .BO L -.78 I 35. 19 R -29 .63 N 1. 01 C "` 116. 38 T .20 R -.16 N 42. 27 R -36 .02 N 1. 02 C 90.0 ..... ... ... ... ..... ...... .......... ...... .. ... ...... .... .... ..... ..... 118. 38 T .20 R -.16 N 92. 27 R -36 .02 N 1. 03 C .~ 118. 87 T .3H R -.32 N 90. 89 R -39 .85 N 1. 03 C 35.0 ..... ... .. .... ..... ...... .......... ...... .. ... ...... .... .... ..... ..... 118. 87 T .3H R -.32 N 40. 89 R -39 .85 N 1. 09 C 120. 39 T .92 R -.78 N 29. 32 R -25 .10 N 1. 05 C 20.0 ..... ... .. .... ..... ...... .......... ...... .. ... ...... .... .... ..... ..... 120. 39 T .92 R -.78 N 29. 32 R -25 .10 N 1. 05 C 121. 32 T 1.25 R -1.08 N 16. 08 R -13 .79 N 1. 06 C 10.0 ..... ... .. .... ..... ...... .......... ...... .. ... ...... .... .... ..... ..... °` 121. 32 T 1.25 R -1.08 N 16. 08 R -13 .79 N 1. 06 C 121. 93 T 1.39 R -1.20 O . 00 W .00 O 1. 06 C base 'reaction 121. 93 T -.55 F .57 C . 00 R .00 C -1. 06 C " VERT ICAL GUY LOAD & GUY ECCENTRIC MOMENT + HORI ZONTAL REACTION @ TORSIONAL RESIS TANCE .-b7AXIMUM GUY FORCES AT MAST GUY GUY .. .... .COMPONENTS AT MAST.. ..... FACTOR . ..GUY AN GLES ... LEVEL AZI N E DOWN TOTAL OF VERT HORIZ FT KIP KIP KIP KIP SAFETY ""- 390.0 .0 6 .6X - .60 11.SX 19.4X 2. 43X -53 .SW -8 .2P 120.0 -9 .1P 7 .1P 11 .2P 13.9P 2. S1P -54 .00 8 .2X 240.0 -9 .1T -7 .2T 11 .9T 19.1T 2. 99T -54 .1U -8 .2X 330.0 i .0 6 .6X - .50 7.6X l0.OX 2. 68X -49 .3W 7 .SU 120.0 -3 .iP 5 .9P 7.3P 9.6P 2. 79P -49 .60 7 .9X 290.0 -3 .2T -S .ST 7.9T 9.7T 2 .77T -49 .70 -7 .3X 270.0 .0 6 .3X - .50 5.9X 8.6X 3 .12X -93 .9V -6 .70 120.0 -3 .1P 5 .3P 5.9P B.SP 3 .16P -93 .BR -6 .55 120.0 -3 .1P 5 .9P 5.9P 8.6P 3 .13P -93 .9R -6 .65 290.0 -3 . 1T -5 .9T 5.9T H.ST 3 .15T -93 .88 6 .64 290.0 -3 .1T -5 .3T 5.8T B.ST 3 .18T -93 .HR 6 .SQ .0 6 .1X - .50 S.BX 8.9X 3 .21X -93 .9N -6 .60 205.0 .0 6 .2X - .90 9.9X 7.6X 2 .79X -36 .2N -6 .20 120.0 -3 .1P 5 .4P 9.9P 7,7P 2 .71P -36 .OJ 6 .1X 120.0 -3 .1P 5 .3P 9.9P 7.6P 2 .75P -36 .1J 6 .OX 240.0 -3 .OT -5 .2T 9.3T 7.4T 2 .H1T -35 .BV 5 .6Q `"~ 240.0 -3 .OT -5 .2T 9.3T 7.4T 2 .81T -36 .OR 5 .84 .0 6 .OX - .40 9.3X 7.4X 2 .82X -36 .1N -5 .9P 129.0 .0 7 .9X - .30 3.SX 8.6X 2 .91X -27 .9R -5 .2P 120.0 -3 .9P 6 .7P 3.9P B.SP 2 .95P -27 .6V 5 .2X ~~ 290.0 -3 .9T -6 .7T 3.3T 8.9T 2 .9BT -27 .1N -4 .6X 70.0 .0 5 .3X - .20 1.4X S.5X 2 .81X -18 .68 -4 .9P 120.0 -2 .6P 9 .6P 1.3P 5.9P 2 .H4P -17 .9V 4 .3X ,._, 290.0 -2 .6T -9 .6T 1.2T 5.9T 2 .89T -17 .3N -9 .OX MAXIMUM GUY FORCES AT ANCHOR ~. GUY GOY .. .... COMPONENTS AT ANCHOR. ..... FACTOR LEVEL AZI RAD LAT VERT TOTAL OF FT KIP KIP KIP KIP SAFETY 390. 0 . 0 9.2X .70 10.9X 13. 9X 2. 52X 120. 0 8.9P -.6M 10.1P 13. SP 2. 60P '"" 290. 0 8.9T .6W 10.3T 13. 6T 2. SBT 330. 0 . 0 7.OX .50 6.7X 9. 7X 2. 78X 120. 0 6.7P -.SM 6.9P 9. 3P 2. 89P „~ 240. 0 6.BT .SW 6.ST 9. 9T 2. B7T 270 .0 . 0 6.6X -.SU 5.2X 8. 3X 3. 22X 120. 0 6.SP .SS S.1P 8. 2P 3. 26P 120. 0 6.SP -.SM 5.2P 8. 3P 3. 23P .d 240. 0 6.ST .SW S. 1T 8. 3T 3. 25T 240. 0 6.9T -.SQ S.1T 6. 2T 3. 29T . 0 6.4X .50 S.OX B. 1X 3. 32X 205 .0 .0 6.3X -.9U 3.9X 7. 9X 2. 80X ^ 120 .0 6.9P .9S 3.9P 7. 5P 2 .78P 120 .0 6.3P -.9M 3.8P 7. 9P 2 .82P 290 .0 6.2T .9W 3.BT 7. 2T 2 .87T 240 .0 6.2T -.4Q 3.7T 7. 2T 2 .86T .0 6.1X .90 3.7X 7. 2X 2 .69X 129 .0 .0 7.9X .30 3.1X B. SX 2 .49X 120 .0 7.BP -.3M 3.OP 8. 9P 2 .48P 290 .0 7.BT .3W 2.9T 8. 3T 2 .S1T ^ 70 .0 .0 5.3X .20 1.1X 5. 9X 2 .83X 120 .0 5.3P -.2M 1.OP 5. 9P 2 .86P 240 .0 5.3T .2W 1.OT 5. 9T 2 .86T MAXIMUM ANCHOR LOADS AZI RADIOS GUY TO ....ANCHOR LOADS ..... .........SHAFT FORCES......... ^ DEG FT ELEV HORIZ VERT LATER- AXIAL ..LATERAL... ANGLE FT KIP AL KIP VERT HORIZ DEG KIP KIP PLANE PLANE KIP KIP .0 320.0 390.0 9.2X 10 .9X .70 13.SX 3.1X .70 330.0 7.OX 6.7X .50 9.6X 1.9X .50 _ 270.0 6.9X S.OX .50 B.1X .9X .50 270.0 6.6X 5.2X -.SU 6.3X .9X -.SU 205.0 6.1X 3.7X .40 7.2X -.SX .90 205.0 6.3X 3.9X -.9U 7.4X -.SX -.9U 129.0 7.9X 3.1X .30 8.3X -2.1X .30 ,e, 70.0 5.3X 1.1X .20 S.OX -2.2X .20 _________________________________________________ 59.9X 39.1X -3.4U 67.4X .OX -3.4U 35.4X ^120.0 311.0 390.0 8.9P 10.1P -.6M 13.1P 3.1P -.6M 330.0 6.7P 6.9P -.SM 9.2P 1.9P -.SM 270.0 6.SP 5.2P -.SM 6.3P .9P -.SM 270.0 6.SP S.1P -.SM 8.2P .9P -.SM "' 205.0 6.3P 3.BP .95 7.9P -.SP .9S 205.0 6.9P 3.9P -.4M 7.SP -.SP -.9M 129.0 7.BP 3.OP -.3M B.1P -2.1P -.3M 70.0 5.3P 1.OP -.2M 9.9P -2.2P -.2M 59.4P 38.6P -3.3M 66.7P .OP -3.3M 35.3P ,,,290.0 306.0 390.0 8.9T 10.3T .6W 13.2T 3.2T .6W 330.0 6.BT 6.ST .SW 9.3T 1.9T .SW 270.0 6.9T S.1T -.9Q 8.2T .9T -.9Q 270,0 6.ST S.1T .9W 6.3T .9T .9W 205.0 6.2T 3.7T .9W 7.2T -.ST .9W ~~-• 205.0 6.2T 3.BT -.44 7.2T -.ST -.40 129.0 7.BT 2.9T .3W B.OT -2.1T .3W 70.0 5.3T 1.OT .2W 9.9T -2.3T .2W _________________________________________________ 59.OT 38.9T 3.3W 66.3T .OT 3.3W 35.9T DRI GINAL DATA FILE 20020005.usg