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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 49 <br /> Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis <br /> n ft Type Load Moment Moment <br /> No. Comb. K kip-ft kip-ft <br /> Redund Diag 1 Max Tension 14 1.046 0 0 <br /> Bracing <br /> Max.Compression 6 -1.061 0 0 <br /> Max.Mx 2 0.957 0 0 <br /> Max.My 2 0.561 0 0 <br /> Max.Vy 2 0.009 0 0 <br /> Max.Vx 2 -0.001 0 0 <br /> Inner Bracing Max Tension 6 0.230 0 0 <br /> Max.Compression 6 -0.246 0 0 <br /> Max.Mx 2 0.005 0 0 <br /> Max.Vy 2 -0.076 0 0 <br /> T8 197-181.3 Leg Max Tension 9 70.746 1 1 <br /> Max.Compression 8 -94.323 0 0 <br /> Max.Mx 8 -14.448 5 -4 <br /> Max.My 16 -10.913 -4 4 <br /> Max.Vy 14 2.893 3 -2 <br /> Max.Vx 6 2.889 -2 3 <br /> Diagonal Max Tension 7 23.939 0 0 <br /> Max.Compression 6 -24.873 0 0 <br /> Max.Mx 8 -19.778 0 0 <br /> Max.My 6 0.171 0 0 <br /> Max.Vy 8 -0.061 0 0 <br /> Max.Vx 6 -0.011 0 0 <br /> Horizontal Max Tension 7 14.322 0 0 <br /> Max.Compression 6 -14.468 0 0 <br /> Max.Mx 6 0.354 0 0 <br /> Max.My 14 0.355 0 0 <br /> Max.Vy 6 0.148 0 0 <br /> Max.Vx 14 -0.012 0 0 <br /> Redund Horz 1 Max Tension 6 1.470 0 0 <br /> Bracing <br /> Max.Compression 14 -1.455 0 0 <br /> Max.Mx 2 -0.924 0 0 <br /> Max.My 2 -0.924 0 0 <br /> Max.Vy 2 -0.018 0 0 <br /> Max.Vx 2 -0.001 0 0 <br /> Redund Diag 1 Max Tension 14 1.273 0 0 <br /> Bracing <br /> Max.Compression 6 -1.287 0 0 <br /> Max.Mx 2 1.157 0 0 <br /> Max.My 2 -0.047 0 0 <br /> Max.Vy 2 -0.017 0 0 <br /> Max.Vx 2 -0.002 0 0 <br /> Inner Bracing Max Tension 1 0.000 0 0 <br /> Max.Compression 8 -0.046 0 0 <br /> Max.Mx 2 -0.011 -1 0 <br /> Max.Vy 2 0.181 0 0 <br /> T9 181.3- Leg Max Tension 9 97.218 1 0 <br /> 170.833 <br /> Max.Compression 8 -126.014 0 0 <br /> Max.Mx 4 -14.954 5 -5 <br /> Max.My 12 -20.020 -5 5 <br /> Max.Vy 4 1.997 4 -4 <br /> Max.Vx 12 1.997 -4 4 <br /> Diagonal Max Tension 7 22.390 0 0 <br /> Max.Compression 6 -23.361 0 0 <br /> Max.Mx 12 -18.633 0 0 <br /> Max.My 6 -1.141. 0 0 <br /> Max.Vy 12 -0.057 0 0 <br /> Max.Vx 6 -0.007 0 0 <br /> Horizontal Max Tension 6 17.344 0 0 <br /> Max.Compression 7 -17.152 0 0 <br /> Max.Mx 6 0.944 -1 0 <br /> Max.My 10 0.169 0 0 <br /> Max.Vy 6 0.191 -1 0 <br /> Max.Vx 10 -0.015 0 0 <br /> Redund Horz 1 Max Tension 2 2.056 0 0 <br /> Bracing <br /> Max.Compression 10 -2.071 0 0 <br /> Max.Mx 2 -1.235 0 0 <br /> tnxTower Report-version 8.0.4.0 <br />