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Tower 15 m light heavy

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TOWER

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Tower 15 m light heavy

  1. 1. THE LIGHT DUTY TOWER
  2. 2. PARAMETERS ANGN 0.0 $ Angle Anti-clockwise from X axis to North CODE EIA222 $ WIND PROFILE TO THIS CODE ICE RO 0.0 RW 0.0 $ For icing ALTOP 0 $ SITE + TOWER HEIGHT for icing PSF-V 1.20 $ Partial safety factor for wind speed, BS8100 PSF-M 1.20 $ Partial safety factor for Material strength, BS8100 VB 27.78 $ ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST MILE, adjusted for height OVERLAP 1 $ Allow for the overlap of members END TERRAIN ANGLE 0 TCAT 2 $ HH 0.0 BETAH 0.0 XLEE 0.0 END LOADS CASE 100 Weight of tower plus ancillaries DL $ TODO - any additional NDLDs go here CASE 200 wind at 0 to X axis WL ANGLX 0.0 NOICE CASE 220 wind at 45 to X axis WL ANGLX 45 NOICE CASE 240 wind at 90 to X axis WL ANGLX 90 NOICE CASE 260 wind at 135 to X axis WL ANGLX 135 NOICE CASE 280 wind at 180 to X axis WL ANGLX 180 NOICE CASE 300 wind at 225 to X axis WL ANGLX 225 NOICE CASE 320 wind at 270 to X axis WL ANGLX 270 NOICE CASE 340 wind at 315 to X axis WL ANGLX 315 NOICE CASE 500 Max. tower weight COMBIN 100 1.200 CASE 520 CARGA: wind at 0 to X axis COMBIN 100 1.200 COMBIN 200 1.000 CASE 540 CARGA: wind at 45 to X axis COMBIN 100 1.200 COMBIN 220 1.000 CASE 560 CARGA: wind at 90 to X axis COMBIN 100 1.200 COMBIN 240 1.000 CASE 580 CARGA: wind at 135 to X axis COMBIN 100 1.200 COMBIN 260 1.000 CASE 600 CARGA: wind at 180 to X axis COMBIN 100 1.200 COMBIN 280 1.000 CASE 620 CARGA: wind at 225 to X axis COMBIN 100 1.200 COMBIN 300 1.000 CASE 640 CARGA: wind at 270 to X axis COMBIN 100 1.200 COMBIN 320 1.000 CASE 660 CARGA: wind at 315 to X axis COMBIN 100 1.200 COMBIN 340 1.000 END ANCILLARIES $ DUMMY ENTRIES FOR GUIDENCE ONLY LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area
  3. 3. $ANTENAS MW MW-1-1 XA 0.5 YA 0.5 ZA 14.5 LIB SH1PR-3 ANG 0 $ D = 0.90 M MW-1-2 XA 0.5 YA -0.5 ZA 14.5 LIB SH1PR-3 ANG 90 $ D = 0.90 M MW-1-3 XA -0.5 YA -0.5 ZA 14.5 LIB SH1PR-3 ANG 180 $ D = 0.90 M MW-2-1 XA 0.5 YA 0.5 ZA 11.5 LIB SH1PR-3 ANG 0 $ D = 0.90 M MW-2-2 XA 0.5 YA -0.5 ZA 12.5 LIB SH1PR-3 ANG 90 $ D = 0.90 M MW-2-3 XA -0.5 YA -0.5 ZA 11.5 LIB SH1PR-3 ANG 180 $ D = 0.90 M $ANTENAS RF RF-1-1 XA 0.5 YA 0.5 ZA 13.0 LIB RF768X467 RF-1-2 XA 0.5 YA -0.5 ZA 13.0 LIB RF768X467 RF-1-3 XA -0.5 YA -0.5 ZA 13.0 LIB RF768X467 RF-2-1 XA 0.5 YA 0.5 ZA 10.0 LIB RF768X467 RF-2-2 XA 0.5 YA -0.5 ZA 10.0 LIB RF768X467 RF-2-3 XA -0.5 YA -0.5 ZA 10.0 LIB RF768X467 LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area LADDER1 XB 0.00 YB -0.35 ZB 0.00 XT 0.00 YT -0.45 ZT 15.00 LIB H-LADDER-N FACT 1 ANG 90 FDR-GRP1 XB 0.0 YB 0.00 ZB 0 ZT 15.0 LIB FDR10 FACT 6 ANG 0 $RF END END
  4. 4. THE HEAVY DUTY TOWER
  5. 5. PARAMETERS ANGN 0.0 $ Angle Anti-clockwise from X axis to North CODE EIA222 $ WIND PROFILE TO THIS CODE ICE RO 0.0 RW 0.0 $ For icing ALTOP 0 $ SITE + TOWER HEIGHT for icing PSF-V 1.20 $ Partial safety factor for wind speed, BS8100 PSF-M 1.20 $ Partial safety factor for Material strength, BS8100 VB 27.78 $ ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST MILE, adjusted for height OVERLAP 1 $ Allow for the overlap of members END TERRAIN ANGLE 0 TCAT 2 $ HH 0.0 BETAH 0.0 XLEE 0.0 END LOADS CASE 100 Weight of tower plus ancillaries DL $ TODO - any additional NDLDs go here CASE 200 wind at 0 to X axis WL ANGLX 0.0 NOICE CASE 220 wind at 45 to X axis WL ANGLX 45 NOICE CASE 240 wind at 90 to X axis WL ANGLX 90 NOICE CASE 260 wind at 135 to X axis WL ANGLX 135 NOICE CASE 280 wind at 180 to X axis WL ANGLX 180 NOICE CASE 300 wind at 225 to X axis WL ANGLX 225 NOICE CASE 320 wind at 270 to X axis WL ANGLX 270 NOICE CASE 340 wind at 315 to X axis WL ANGLX 315 NOICE CASE 500 Max. tower weight COMBIN 100 1.200 CASE 520 CARGA: wind at 0 to X axis COMBIN 100 1.200 COMBIN 200 1.000 CASE 540 CARGA: wind at 45 to X axis COMBIN 100 1.200 COMBIN 220 1.000 CASE 560 CARGA: wind at 90 to X axis COMBIN 100 1.200 COMBIN 240 1.000 CASE 580 CARGA: wind at 135 to X axis COMBIN 100 1.200 COMBIN 260 1.000 CASE 600 CARGA: wind at 180 to X axis COMBIN 100 1.200 COMBIN 280 1.000 CASE 620 CARGA: wind at 225 to X axis COMBIN 100 1.200 COMBIN 300 1.000 CASE 640 CARGA: wind at 270 to X axis COMBIN 100 1.200 COMBIN 320 1.000 CASE 660 CARGA: wind at 315 to X axis COMBIN 100 1.200 COMBIN 340 1.000 END ANCILLARIES $ DUMMY ENTRIES FOR GUIDENCE ONLY LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area
  6. 6. $ROLDANA ROLDANA-1 XA 0.0 YA 0.0 ZA 14.5 LIB CIRCLE-1.8 ANG 0 ROLDANA-2 XA 0.0 YA 0.0 ZA 13.0 LIB CIRCLE-1.8 ANG 0 ROLDANA-3 XA 0.0 YA 0.0 ZA 11.5 LIB CIRCLE-1.8 ANG 0 ROLDANA-4 XA 0.0 YA 0.0 ZA 10.0 LIB CIRCLE-1.8 ANG 0 $ANTENAS MW MW-1-1 XA 0.00 YA 1.00 ZA 14.5 LIB SH1PR-3 ANG 270 $ D = 0.90 M MW-1-2 XA 0.87 YA 0.50 ZA 14.5 LIB SH1PR-3 ANG 330 $ D = 0.90 M MW-1-3 XA 0.87 YA -0.50 ZA 14.5 LIB SH1PR-3 ANG 30 $ D = 0.90 M MW-1-4 XA 0.00 YA -1.00 ZA 14.5 LIB SH1PR-3 ANG 90 $ D = 0.90 M MW-1-5 XA -0.87 YA -0.50 ZA 14.5 LIB SH1PR-3 ANG 150 $ D = 0.90 M MW-1-6 XA -0.87 YA 0.50 ZA 14.5 LIB SH1PR-3 ANG 210 $ D = 0.90 M MW-2-1 XA 0.00 YA 1.00 ZA 11.5 LIB SH1PR-3 ANG 270 $ D = 0.90 M MW-2-2 XA 0.87 YA 0.50 ZA 11.5 LIB SH1PR-3 ANG 330 $ D = 0.90 M MW-2-3 XA 0.87 YA -0.50 ZA 11.5 LIB SH1PR-3 ANG 30 $ D = 0.90 M MW-2-4 XA 0.00 YA -1.00 ZA 11.5 LIB SH1PR-3 ANG 90 $ D = 0.90 M MW-2-5 XA -0.87 YA -0.50 ZA 11.5 LIB SH1PR-3 ANG 150 $ D = 0.90 M MW-2-6 XA -0.87 YA 0.50 ZA 11.5 LIB SH1PR-3 ANG 210 $ D = 0.90 M $ANTENAS RF RF-1-1 XA 0.00 YA 1.00 ZA 13.0 LIB RF768X467 ANG 270 RF-1-2 XA 0.87 YA 0.50 ZA 13.0 LIB RF768X467 ANG 330 RF-1-3 XA 0.87 YA -0.50 ZA 13.0 LIB RF768X467 ANG 30 RF-1-4 XA 0.00 YA -1.00 ZA 13.0 LIB RF768X467 ANG 90 RF-1-5 XA -0.87 YA -0.50 ZA 13.0 LIB RF768X467 ANG 150 RF-1-6 XA -0.87 YA 0.50 ZA 13.0 LIB RF768X467 ANG 210 RF-2-1 XA 0.00 YA 1.00 ZA 10.0 LIB RF768X467 ANG 270 RF-2-2 XA 0.87 YA 0.50 ZA 10.0 LIB RF768X467 ANG 330 RF-2-3 XA 0.87 YA -0.50 ZA 10.0 LIB RF768X467 ANG 30 RF-2-4 XA 0.00 YA -1.00 ZA 10.0 LIB RF768X467 ANG 90 RF-2-5 XA -0.87 YA -0.50 ZA 10.0 LIB RF768X467 ANG 150 RF-2-6 XA -0.87 YA 0.50 ZA 10.0 LIB RF768X467 ANG 210 LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area LADDER1 XB 0.00 YB -0.35 ZB 0.00 XT 0.00 YT -0.45 ZT 15.00 LIB H-LADDER-N FACT 1 ANG 90 FDR-GRP1 XB 0.0 YB 0.00 ZB 0 ZT 15.0 LIB FDR10 FACT 6 ANG 0 $RF END END

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