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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 50 <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 /> Max.My 2 -1.235 0 0 <br /> Max.Vy 2 0.010 0 0 <br /> Max.Vx 2 -0.001 0 0 <br /> Redund Diag 1 Max Tension 10 1.358 0 0 <br /> Bracing <br /> Max.Compression 2 -1.349 0 0 <br /> Max.Mx 2 1.135 0 0 <br /> Max.My 2 1.135 0 0 <br /> Max.Vy 2 0.011 0 . 0 <br /> Max.Vx 2 0.001 0 0 <br /> Inner Bracing Max Tension 1 0.000 0 0 <br /> Max.Compression 8 -0.040 0 0 <br /> Max.Mx 2 -0.005 0 0 <br /> Max.Vy 2 0.071 0 0 <br /> T10 170.833- Leg Max Tension 9 116.987 1 0 <br /> 146.75 <br /> Max.Compression 8 -150.852 1 1 <br /> Max.Mx 4 -19.007 7 -7 <br /> Max.My 12 -24.777 -7 7 <br /> Max.Vy 4 -1.647 7 -7 <br /> Max.Vx 12 -1.654 -7 7 <br /> Diagonal Max Tension 7 40.096 0 0 <br /> Max.Compression 6 -40.807 0 0 <br /> Max.Mx 14 -40.468 0 0 <br /> Max.My 12 -32.497 0 0 <br /> Max.Vy 8 -0.071 0 0 <br /> Max.Vx 12 -0.040 0 0 <br /> Horizontal Max Tension 6 19.989 0 0 <br /> Max.Compression 7 -19.890 0 0 <br /> Max.Mx 6 -0.958 0 0 <br /> Max.My 10 -0.301 0 0 <br /> Max.Vy 6 0.100 0 0 <br /> Max.Vx 10 0.009 0 0 <br /> Redund Horz 1 Max Tension 8 2.289 0 0 <br /> Bracing <br /> Max.Compression 8 -2.289 0 0 <br /> Max.Mx 2 -0.790 0 0 <br /> Max.My 2 -0.790 0 0 <br /> Max.Vy 2 0.006 0 0 <br /> Max.Vx 2 -0.000 0 0 <br /> Redund Horz 2 Max Tension 8 2.289 0 0 <br /> Bracing <br /> Max.Compression 8 -2.289 0 0 <br /> Max.Mx 2 -0.447 0 0 <br /> Max.My 2 -0.447 0 0 <br /> Max.Vy 2 0.016 0 0 <br /> Max.Vx 2 0.001 0 0 <br /> Redund Diag 1 Max Tension 8 2.474 0 0 <br /> Bracing <br /> Max.Compression 8 -2.474 0 0 <br /> Max.Mx 2 1.543 . 0 0 <br /> Max.My 2 1.551 0 0 <br /> Max.Vy 2 -0.012 0 0 <br /> Max.Vx 2 0.002 0 0 <br /> Redund Diag 2 Max Tension 8 1.657 0 0 <br /> Bracing <br /> Max.Compression 8 -1.560 0 0 <br /> Max.Mx 2 0.952 0 0 <br /> Max.My 2 0.952 0 0 <br /> Max.Vy 2 -0.026 0 0 <br /> Max.Vx 2 -0.002 0 0 <br /> Redund Hip 2 Max Tension 13 0.043 0 0 <br /> Bracing <br /> Max.Compression 4 -0.097 0 0 <br /> Max.Mx 2 -0.012 0 0 <br /> Max.Vy 2 0.042 0 0 <br /> Redund Hip Max Tension 4 0.152 0 0 <br /> Diagonal 2 Bracing <br /> Max.Compression 12 -0.163 0 0 <br /> Max.Mx 2 -0.008 0 0 <br /> tnxTower Report-version 8.0.4.0 <br />