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February 08, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number 9800.816298, Phase 3,Application 477164, Revision 0 Page 21 <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 /> 5/8"Cable A No No Ar(CaAa) 99.00- -2.00 0.46 1 1 0.63 0.63 0.30 <br /> (Lights) 10.00 <br /> 7/16"Cable A No No Ar(CaAa) 186.00- -2.00 0.48 1 1 0.44 0.44 0.30 <br /> (Lights) 10.00 <br /> 1"Rigid A No No Af(CaAa) 287.67- -2.00 0.48 1 1 1.00 1.00 0.50 <br /> Conduit 10.00 <br /> 7/8"Line A No No Ar(CaAa) 287.67- -2.00 0.49 1 1 1.10 1.10 0.30 <br /> 10.00 <br /> WG6 Rungs A No No Af(CaAa) 285.00- 0.00 -0.25 1 1 3.00 3.08 5.01 <br /> 25.00 <br /> WG6 Rails A No No Af(CaAa) 285.00- 0.00 -0.25 2 2 41.00 2.50 4.10 <br /> 25.00 3.00 <br /> Cage Rail A No No Af(CaAa) 33.00- -0.40 0 1 1 0.00 4.00 7.20 <br /> 11.00 <br /> Cage Grate A No No Af(CaAa) 33.00- -0.40 0 1 1 0.00 4.50 5.00 <br /> 11.00 <br /> Cage Rail A No No Af(CaAa) 33.00- 0.20 0 1 1 0.00 4.00 7.20 <br /> 11.00 <br /> Cage Grate A No No Af(CaAa) 33.00- 0.20 0 1 1 0.00 4.50 5.00 <br /> 11.00 <br /> Cage Rail A No No Af(CaAa) 33.00- 0.30 0 1 1 0.00 4.00 7.20 <br /> 11.00 <br /> Cage Grate A No No Af(CaAa) 33.00- 0.30 0 1 1 0.00 4.50 5.00 <br /> 11.00 <br /> Cage Rail A No No Af(CaAa) 33.00- 0.40 0 1 1 0.00 4.00 7.20 <br /> 11.00 <br /> Cage Grate A No No Af(CaAa) 33.00- 0.40 0 1 1 0.00 4.50 5.00 <br /> 11.00 <br /> **B-Face** <br /> FB-L98B- B No No Ar(CaAa) 215.00- 1.00 -0.4 3 3 0.39 0.39 0.06 <br /> 002- 10.00 <br /> XXX(3/8) <br /> WR- B No No Ar(CaAa) 215.00- 0.00 -0.4 6 6 0.50 0.80 0.58 <br /> VG86ST- 10.00 0.75 <br /> BRD(3/4) <br /> WG Rungs B No No Af(CaAa) 215.00- 0.00 -0.4 1 1 3.00 0.41 2.30 <br /> 25.00 <br /> WG Rails B No No Af(CaAa) 215.00- 0.00 -0.4 2 2 22.00 1.50 1.23 <br /> 25.00 3.00 <br /> TSZ 999 B No No Ar(CaAa) 203.00- 0.00 -0.2 3 3 1.20 1.20 1.14 <br /> 0072(1 0.00 <br /> 3/16") <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 /> 942-98887- B No No Ar(CaAa) 203.00- 0.00 -0.17 3 3 1.30 1.30 1.26 <br /> 1 FXXX(1- 0.00 <br /> 1/4) <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 2.00 2.00 0.67 <br /> CAL) 10.00 <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 0.50 0.63 0.15 <br /> 50A(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 /> L3x3x3/16" B No No Af(CaAa) 122.00- 0.00 0.35 1 1 3.00 3.00 3.71 <br /> 32.00 <br /> L3x3x3/16" 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 /> tnxTower Report-version 8.0.4.0 <br />