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March 26, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number 9800.816298, Phase 4, Order 485277,Revision 1 Page.22 <br /> Description Face Allow Exclude Componen Placement Face Lateral # # Clear Width or Perimete Weight <br /> or Shield From t Offset Offset Per Spacin Diameter r <br /> Leg Torque Type It in (Frac FM Row g in plf <br /> Calculation in in <br /> 0.00 <br /> LDF2-50(3/8) B No No Ar(CaAa) 203.00- 0.00 -0.15 2 2 0.44 0.44 0.08 <br /> 0.00 <br /> WG1 Rungs B No No Af(CaAa) 200.00- 0.00 -0.15 1 1 3.00 0.41 2.30 <br /> 25.00 <br /> WG1 Rails B No No Af(CaAa) 200.00- 0.00 -0.15 2 2 22.00 1.50 1.23 <br /> 25.00 3.00 <br /> E65(ELLIPTI B No No Ar(CaAa) 277.00- 0.00 0.08 1 1 0.50 2.00 0.67 <br /> CAL) 10.00 0.75 <br /> 561(1-5/8) B No No Ar(CaAa) 283.00- 0.00 -0.05 1 1 0.50 1.63 1.35 <br /> 10.00 <br /> RLSS 8AWG B No No Ar(CaAa) 283.00- 0.00 -0.04 1 1 0.50 0.73 0.49 <br /> DC(3/4) 0.00 <br /> LDF4- B No No Ar(CaAa) 283.00- 0.00 -0.03 1 1 0.60 0.63 0.15 <br /> 56A(1/2) 0.00 <br /> WG2 Rungs B No No Af(CaAa) 285.00- 0.00 -0.05 1 1 3.00 1.63 1.11 <br /> 0.00 <br /> WG2 Rails B No No Af(CaAa) 285.00- 0.00 -0.05 2 2 26.00 2.00 1.65 <br /> 0.00 3.00 <br /> L3x&3/16" B No No Af(CaAa) 122.00- 0.00 0.35 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> L3x&3/16" B No No Af(CaAa) 150.00- 0.00 0.25 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> L3x3x3/16" B No No Af(CaAa) 184.00- 0.00 0.15 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> New WG B No No Af(CaAa) 203.00- 0.00 0.38. 1 1 3.00 0.41 2.30 <br /> Rungs 0.00 <br /> New WG B No No Af(CaAa) 203.00- 0.00 0.38 2 2 22.00 1.50 1.23 <br /> Rails 0.00 3.00 <br /> **C-Face** <br /> EC7-50(1- C No No Ar(CaAa) 195.00- 0.00 -0.25 5 3 0.50 1.97 1.01 <br /> 5/8) 7.00 0.75 <br /> EC7-50(1- C No No Ar(CaAa) 195.00- 0.00 -0.35 4 2 0.50 1.97 1.01 <br /> 5/8) 7.00 0.75 <br /> HCS 2.0 Part C No No Ar(CaAa) 195.00- 2.00 -0.23 2 2 0.50 1.50 0.20 <br /> 3 7.00 0.75 <br /> WG3 Rungs C No No Af(CaAa) 200.00- 0.00 -0.25 1 1 3.00 1.63 1.11 <br /> 12.00 <br /> WG3 Rails C No No Af(CaAa) 200.00- 0.00 -0.25 2 2 26.00 2.00 1.65 <br /> 12.00 3.00 <br /> WG4 Rungs C No No Af(CaAa) 200.00- 0.00 0.25 1 1 3.00 1.54 1.23 <br /> 15.00 <br /> WG4 Rails C No No Af(CaAa) 200.00- .0.00 0.25 2 2 37.00 1.50 1.23 <br /> 15.00 3.00 <br /> **D-Face** ' <br /> WG5 Rungs D No No Af(CaAa) 226.00- 0.00 0.25 1 1 3.00 1.63 1.11 <br /> 11.00 <br /> -WG5 Rails D No No Af(CaAa) 226.00- 0.00 0.25 2 2 26.00 12.00 1.65 <br /> 11.00 3.00 <br /> L3x3x3/16" D No No Af(CaAa) 122.00- 0.00 -0.35 1 1 3.00 3.00 3.71_ <br /> 32.00 <br /> L3x3x3/16" D No _ No Af(CaAa) 150.00- 0.00 -0.25 1 1 - 3.00 j 3.00 3.71 <br /> 32.00 <br /> L3x&3/16" D No No Af(CaAa) 184.00- 0.00 -0.15 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> Feed Line/Linear Appurtenances.. Entered A$ Area <br /> Description Face Allow Exclude Componen Placement Total CAAA Weight <br /> or Shield From t Number <br /> Leg Torque Type ft ft2/ft plf <br /> Calculation <br /> **Leg Plates**. <br /> tnxTower Report-version 8.0.5.0 <br />