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
