READ ALONGSIDE THE SOURCE

Okaloosa County BOCC — February 4, 2014 — Shalimar (229025) AWS SA (Passing) 12-3-13 — reading text

Part 6 of 10. These parts divide the reading text for browsing; they are not the source document's page numbers.

Machine-extracted text — 93-Shalimar _229025_ AWS SA _Passing_ 12-3-13.pdf

Machine-extracted OCR text · Review label: Machine produced / unreviewed

Compare this copy with the preserved source. Review labels describe the recorded status of this file; they do not guarantee that the text is error-free. Spacing and line breaks are retained, with long lines wrapped to fit the screen.

Shalimar 17:18:39 11/07/13 Kennesaw, GA 30152 Client Designed by Phone: 770-693-0835 PM&A FAX: Ahmet Colakoglu Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service 29 Dead+Wind 90 deg - Service 30 Dead+Wind 120 deg - Service 31 Dead+Wind 150 deg - Service 32 Dead+Wind 180 deg - Service 33 Dead+Wind 210 deg - Service 34 Dead+Wind 240 deg - Service 35 Dead+Wind 270 deg - Service 36 Dead+Wind 300 deg - Service 37 Dead+Wind 330 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb-ft lb-ft L1 181.25 - Pole Max Tension 26 0.00 -0.01 -0.00 135.25 Max. Compression 1 -10788.48 84.18 -69.39 Max. Mx 20 -8927.61 796100.32 -26.53 Max. My 14 -8927.74 86.10 -796081.84 Max. Vy 20 -30580.50 796100.32 -26.53 Max. Vx 14 30580.46 86.10 -796081.84 Job Page RISATower 010010333 7 of 13 Project Date Destek Engineering, LLC 5150 Stilesboro Road, Ste 510 Shalimar 17:18:39 11/07/13 Kennesaw, GA 30152 Client Designed by Phone: 770-693-0835 PM&A FAX: Ahmet Colakoglu Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb-ft lb-ft Max. Torque 11 -1193.29 L2 135.25 - 87.25 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -23061.96 -2949622.8 -178.57 6 Max. Mx 20 -23061.13 2950204.37 -178.56 Max. My 14 -23061.28 296.37 -2950106.9 8 Max. Vy 20 -54670.83 2950204.37 -178.56 Max. Vx 14 54670.77 296.37 -2950106.9 8 Max. Torque 25 2497.68 L3 87.25 - Pole Max Tension 1 0.00 0.00 0.00 48.4167 Max. Compression 8 -38743.36 -5336852.2 -305.11 8 Max. Mx 20 -38742.83 5337844.02 -305.11 Max. My 14 -38742.93 498.10 -5337660.2 5 Max. Vy 20 -69669.24 5337844.02 -305.11 Max. Vx 14 69669.19 498.10 -5337660.2 5 Max. Torque 25 3931.13 L4 48.4167 - 1 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -68084.93 -9540502.9 -469.32 0 Max. Mx 20 -68084.92 9542109.27 -469.31 Max. My 14 -68084.92 780.78 -9541795.7 9 Max. Vy 20 -88392.35 9542109.27 -469.31 Max. Vx 14 88392.34 780.78 -9541795.7 9 Max. Torque 25 5725.57 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load lb lb lb Comb. Pole Max. Vert 20 68168.82 88327.66 -0.00 Max. Hx 20 68168.82 88327.66 -0.00 Max. Hz 2 68168.82 0.00 88327.66 Max. Mx 2 9540816.38 0.00 88327.66 Max. Mz 8 9540502.90 -88327.66 -0.00 Max. Torsion 25 5725.57 44163.82 76493.98 Min. Vert 23 51126.61 76493.98 44163.82 Min. Hx 8 68168.82 -88327.66 -0.00 Min. Hz 14 68168.82 0.00 -88327.66 Min. Mx 14 -9541795.79 0.00 -88327.66 Min. Mz 20 -9542109.27 88327.66 -0.00 Min. Torsion 13 -5725.46 -44163.82 -76493.98 Tower Mast Reaction Summary Job Page RISATower 010010333 8 of 13 Project Date Destek Engineering, LLC 5150 Stilesboro Road, Ste 510 Shalimar 17:18:39 11/07/13 Kennesaw, GA 30152 Client Designed by Phone: 770-693-0835 PM&A FAX: Ahmet Colakoglu Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment, Mx Moment, Mz lb lb lb lb-ft lb-ft lb-ft Dead Only 56807.34 0.00 0.00 397.91 653.21 0.00 1.2 Dead+1.6 Wind 0 deg - No 68168.82 -0.00 -88327.66 -9540816.38 779.54

Download this text file with its original spacing ↓