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HomeMy WebLinkAboutFalcon Ridge Tower PlanSubject: Carrier Designation: T-Mobile Crown Castle Designation: Engineering Firm Designation: Site Data: 39° 55' 44.71''-86° 8' 8.5'' February 24, 2021 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 139590.003.01, Order 535423, Revision 0 Page 2 February 24, 2021 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 139590.003.01, Order 535423, Revision 0 Page 3 February 24, 2021 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 139590.003.01, Order 535423, Revision 0 Page 4 February 24, 2021 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 139590.003.01, Order 535423, Revision 0 Page 5 February 24, 2021 150 Ft Monopole Tower Structural Analysis CCI BU No 814337 Project Number 139590.003.01, Order 535423, Revision 0 Page 6 B+T Group 139590.003.01 - CHESTERTON, IN (BU# 814337 REACTIONS - 115 mph WIND TORQUE 4 kip-ft 47 K SHEAR 4640 kip-ft MOMENT 60 K AXIAL 40 mph WIND - 2.000 in ICE TORQUE 1 kip-ft 9 K SHEAR 952 kip-ft MOMENT 123 K AXIAL ARE FACTORED ALL REACTIONS B+T Group 139590.003.01 - CHESTERTON, IN (BU# 814337 B+T Group 139590.003.01 - CHESTERTON, IN (BU# 814337 B+T Group 139590.003.01 - CHESTERTON, IN (BU# 814337 ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight klf ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Sector Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Start/End Position Width or Diameter in Perimeter in Weight klf Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number CAAA ft2/ft Weight klf Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Tower Elevation ft Face or Leg Ice Thickness in AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Tower Section Attachment Record No. Description Attachment Segment Elev. Ratio Calculation Method Effective Width Ratio ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K Comb. No. Description ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Comb. No. Description Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip-ft Minor Axis Moment kip-ft Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Load Combination Vertical K Shearx K Shearz K Overturning Moment, Mx kip-ft Overturning Moment, Mz kip-ft Torque kip-ft Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Load Comb. Sum of Applied Forces Sum of Reactions % Error PX K PY K PZ K PX K PY K PZ K Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft Compression Checks Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu K Pn K Ratio Pu Pn Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Size Mux kip-ft Mnx kip-ft Ratio Mux Mnx Muy kip-ft Mny kip-ft Ratio Muy Mny Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Size Actual Vu K Vn K Ratio Vu Vn Actual Tu kip-ft Tn kip-ft Ratio Tu Tn Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria ection No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail ttnnxxTToowweerr B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 ection No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail APPENDIX B BASE LEVEL DRAWING APPENDIX C ADDITIONAL CALCULATIONS H Site BU: Work Order: Pole Geometry Copyright © 2019 Crown Castle 1 2 3 4 5 6 7 Reinforcement Configuration 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 30 150 270 2 80 200 320 3 63 183 292 4 52.5 214 308 5 40 180 335 6 70 200 290 7 70 200 290 8 9 10 Reinforcement Details 1 2 3 4 5 6 7 Connection Details for Custom Reinforcements Vertical Fillet Size (in) - - Rev H Connection Capacity (kip) - -- Horiz. Groove Depth (in) - - Horiz. Groove Angle (deg) - - - - Horiz. Fillet Size (in) Vertical Weld Length (in) - -7 N 3 1 - - - # Bolts N or X Bolt Spacing (in) Edge Dist (in) Weld Grade (ksi) Transverse (Horiz.) Weld Type 7 N 3 1 - - Reinforcement End Top Bottom MP304 (Huck Bolt)- 5/8'' Horiz. Weld Length (in) 1.1875 4.06 1.57 2.92 0.59 PC 8.8 - M20 (100) 14 PC 8.8 - M20 (100) 18.000 2.545 1.1875 4.06 1.57 2.92 0.59 PC 8.8 - M20 (100) 14 PC 8.8 - M20 (100) 18.000 2.545 4.06 1.57 2.92 0.59 PC 8.8 - M20 (100) 14 PC 8.8 - M20 (100) 18.000 2.545 4.06 1.57 2.92 0.59 PC 8.8 - M20 (100) 14 PC 8.8 - M20 (100) B (in) 4.78 H (in) 1.61 Gross Area (in2) 4.13 Pole Face to Centroid (in) 0.61 Bottom Termination Type Huck BOM Bolt - 5/8" Net Area (in2) 18.000 2.545 plate plate 3 0 0 3 3 3 3 3 57.41666667 75.333 124.583 19.333 95.74966667 47 77.08 20.58333333 57.667 116.917 0 74.167 21 47 24.0006 1 6 0.5 PC 8.8 - M20 (100) 24 PC 8.8 - M20 (100) 16.000 4.750 1.1875 1 6 0.5 PC 8.8 - M20 (100) 24 PC 8.8 - M20 (100) 16.000 4.750 1.1875 14.000 14.000 Bottom Termination Length (in) 19 0.6875 Bolt Hole Size (in) channel channel Bottom Effective Elevation (ft) Type channel channel Top Effective Elevation (ft) 43 25.25 24 Reinforcement Material A572-65 A572-65 A572-65 A572-65 24.0006 A572-65 A572-65 Pole Material 24.5 86 67 30 10 24 24 0.1875 27 0.25 0.3125 0.34375 43.18 17 27.00 33.04 39.10 3 150 120 110 24 Pole Height Above Base (ft) 25.25 A595-55 A572-65 0 0 0 0 33.04 39.1 0 5 0 6.25 0 0 0 0 MP3-03 (1.1875in) Section Length (ft) Lap Splice Length (ft) A572-65 A572-65 A572-65 A572-65 A572-6548.23 53.10 MP3-03 (1.1875in) MP3-03 (1.1875in) CCI-SFP-060100 0.3437543.18 3.808 Lu (in) 18.000 A572-65 814337 MP304 (Huck Bolt)-5/8'' MP3-03 (1.1875in) CCI-SFP-060100 Model Number of Sides 1921611 48.23 Bottom Diameter (in) Number channel Bend Radius (in) 0.375 0.40625 Wall Thickness (in) 19.000 14.000 14.000 Top Termination Length (in) 53.1 Top Diameter (in) Top Termination Type Huck BOM Bolt - 5/8" 1.1875 1.1875 per TIA-222- CCIpole - version 4.5.3 Analysis Date: 2/22/2021Page 1 TNX Geometry Input 5 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - 22 - 23 - 24 - 25 - 26 - 27 - 28 - 29 - 30 - 31 - 32 - 33 - 34 - 35 - 36 - 37 - 38 - 39 - 40 - 41 - 42 - 43 - 44 - 45 - 120 0 A595-55 1.007 1.008 1.008 1.008 1.000 1.000 1.000 1.013 1.013 1.007 1.000 1.000 1.000 1.000 A572-65 Weight Multiplier 1.000 0.989 0.992 0.998 1.000 1.000 1.000 1.000 1.000 1.022 1.007 1.007 1.007 1.007 0.995 1.042 1.042 1.042 1.050 1.050 1.013 1.000 1.000 1.000 1.000 1.000 1.019 1.019 1.000 1.000 A572-65 0.39375 0.995 39.100 5 0 17.000 Tapered Pole Grade A595-55 A595-55 A595-55 A595-55 A595-55 5 0 Section Height (ft)Section Length (ft) Lap Splice Length (ft) Number of Sides Top Diameter (in) Bottom Diameter (in) 18.250150145 145 140 135 130 140 135 Increment (ft): 0.1875 0 18.250 19.500 Wall Thickness (in) 0.1875 5 0 19.500 20.750 0.1875 5 0.18755 0 23.250 23.354 0.1875 20.750 22.000 22.000 23.250 0.1875 0 A595-55 0.25 0 23.354 23.417 0.3125 A595-55 0.417 27.000 0.35625 A572-65 4.333 0 0 23.417 24.500 0.30625 0.25 0 27.000 27.000 A595-55 3.083 0 27.000 5 0 27.000 27.000 0.25 0.25 A572-65 A572-65 0.25 A572-65 0 33.040 33.040 0.3125 0 0 27.000 27.000 A572-65 1.667 5 0 33.040 33.040 0.3125 A572-65 5 105 100 4.250333333 0 33.04010095.74967 0.39375 A572-65 33.040 0.3125 0 33.040 33.04095.74967 95.49967 95.49967 90.49967 5 0 33.040 33.040 5 0 0.25 4.499666667 0 0 39.100 39.100 0.34375 0 39.100 39.100 0.39375 A572-65 A572-65 0.34375 A572-65 39.100 0.55625 A572-65 0.25 0 39.100 39.100 0.55625 33.040 33.040 0.916 5 0 39.100 39.100 0 43.180 43.180 0.25 0 39.100 A572-65 3.92 1.497 0 39.100 39.100 0.64375 0 39.100 39.100 A572-65 0.64375 A572-65 67 61 61 57.667 0.25 0 39.100 39.100 0.54375 A572-65 A572-65 6 0.35 0 43.180 6.917 5 0 39.100 0.54375 A572-65 A572-65 0.51875 A572-65 43.180 A572-65 0.56875 A572-65 0.46875 A572-65 3.333 0 43.180 43.180 0.51875 5 0.166666667 0 43.180 0.150333333 0 43.180 43.180 0.56875 0 43.180 43.180 5 0 0 43.180 43.180 A572-65 5 0 53.100 53.100 0 0.25 0 0.54375 43.180 0.56875 A572-65 A572-65 0.56875 A572-65 43.180 0.56875 3.75 43.180 43.180 43.180 0.56875 5 0 48.230 A572-65 0.575 A572-65 48.230 0.575 48.230 0.575 6.25 0 48.230 48.230 A572-65 0.375 A572-65 5 0 48.230 48.230 5 0 48.230 18 13 5 0 53.100 0.40625 A572-65 A572-65 0.40625 A572-65 53.100 0.40625 28 25.25 25.25 18 13 8 8 3 7.25 0 53.100 53.100 0.40625 A572-65 9 3 0 53.100 53.100 0.40625 A572-65 5 0 53.100 53.100 130 125 125 124.583 124.583 124.333 124.333 120 120 116.917 116.917 116.667 116.667 111.667 111.667 110 110 105 86 81 90.49967 86 81 77.08 77.08 76.83 75.333 75.083 76.83 75.333 75.083 74.167 74.167 73.917 68.917 67 73.917 68.917 57.317 57.16667 57.667 57.317 57.16667 52.16667 52.16667 47.16667 47 46.75 46.75 43 43 38 33 28 38 33 47.16667 47 3 0 Export to TNX CCIpole - version 4.5.3 Analysis Date: 2/22/2021Page 2 TNX Section Forces 5 Pu (K) Mux (kip- ft) Vu (K) ###1 -3.73 43.31 7.55 ###2 -4.00 81.60 7.78 ###3 -8.62 131.06 13.18 ###4 -9.01 198.50 13.81 ###5 -9.42 269.48 14.62 ###6 -12.97 273.53 19.07 ###7 -13.02 278.30 19.11 ###8 -13.70 362.78 19.89 ###9 -14.26 425.03 20.49 ###10 -14.31 430.15 20.54 ###11 -18.48 536.40 25.35 ###12 -18.71 578.87 25.62 ###13 -19.57 709.37 26.60 ###14 -20.45 844.74 27.56 ###15 -21.26 963.47 28.35 ###16 -21.33 970.55 28.39 ###17 -22.58 1114.75 29.39 ###18 -23.73 1248.68 30.25 ###19 -25.01 1402.30 31.33 ###20 -26.02 1526.49 32.17 ###21 -26.13 1534.52 32.22 ###22 -26.69 1582.94 32.59 ###23 -26.81 1591.08 32.65 ###24 -27.20 1621.03 32.88 ###25 -27.30 1629.25 32.94 ###26 -29.14 1796.75 34.08 ###27 -29.83 1862.47 34.51 ###28 -33.48 2073.79 35.94 ###29 -34.82 2194.84 36.71 ###30 -34.97 2207.70 36.78 ###31 -35.04 2213.23 36.81 ###32 -37.13 2400.05 37.92 ###33 -39.22 2592.18 38.95 ###34 -39.30 2598.67 38.97 ###35 -39.41 2608.42 39.03 ###36 -40.98 2756.16 39.78 ###37 -43.27 2957.70 40.85 ###38 -45.57 3164.49 41.88 ###39 -47.89 3376.25 42.85 ###40 -48.87 3494.64 43.30 ###41 -53.10 3813.38 44.65 ###42 -55.00 4038.36 45.41 ###43 -56.92 4267.04 46.13 ###44 -58.87 4499.26 46.83 ###45 -60.04 4640.23 47.23 120 TNX Output Section Height (ft) 150 145 145 140 135 130 140 135 Increment (ft): 105 100 100 95.7497 95.7497 95.4997 95.4997 90.4997 67 61 61 57.667 18 13 28 25.25 25.25 18 13 8 8 3 130 125 125 124.583 124.583 124.333 124.333 120 120 116.917 116.917 116.667 116.667 111.667 111.667 110 110 105 86 81 90.4997 86 81 77.08 77.08 76.83 75.333 75.083 76.83 75.333 75.083 74.167 74.167 73.917 68.917 67 73.917 68.917 57.317 57.1667 57.667 57.317 57.1667 52.1667 52.1667 47.1667 47 46.75 46.75 43 43 38 33 28 38 33 47.1667 47 3 0 CCIpole - version 4.5.3 Analysis Date: 2/22/2021Page 3 Reinforcement 85.5% Pass 62.7% Pass 95.3% Pass Overall 98.2%Pass Summary Pole 98.2% Pass Pole TP22x20.75x0.1875 Pole 62.2% Pass 75.5% Pole + Reinf. TP24.5x23.417x0.3063 Reinf. 3 Tension Rupture Pole TP27x27x0.25 Pole Pole + Reinf. TP33.04x33.04x0.3938 Reinf. 5 Tension Rupture Pole TP39.1x39.1x0.3438 Pole Pole + Reinf. TP39.1x39.1x0.6438 Reinf. 7 Tension Rupture Pole + Reinf. TP43.18x43.18x0.5188 Reinf. 2 Tension Rupture Pole + Reinf. TP43.18x43.18x0.5688 Reinf. 7 Tension Rupture Pole + Reinf. TP43.18x43.18x0.5688 Reinf. 6 Tension Rupture TP48.23x48.23x0.375 Pole Pole Component Type Size Critical Element % Capacity Pass / Fail 19.8% PassPole TP18.25x17x0.1875 Pole Pole TP19.5x18.25x0.1875 Pole 32.2% Pass 46.5% PassTP20.75x19.5x0.1875 Pole Pole 76.7% Pass Pass Pole + Reinf. TP23.417x23.354x0.3125 Reinf. 3 Bolt-Shaft Bearing 61.6% Pass 135 - 130 130 - 125 125 - 124.58 124.58 - 124.33 Pole TP23.25x22x0.1875 Pole TP23.354x23.25x0.1875 Pole + Reinf. TP27x27x0.3563 Reinf. 3 Tension Rupture 51.8% Pass Pole TP27x27x0.25 Pole 57.1% Pass Pole TP27x27x0.25 Pole 71.3% Pass 76.8% Pass Pole TP33.04x33.04x0.3125 Pole 50.3% Pass Pole TP33.04x33.04x0.3125 Pole 59.7% Pass Pole TP33.04x33.04x0.3125 Pole 67.9% Pass 66.6% Pass Pole + Reinf. TP33.04x33.04x0.3938 Reinf. 5 Tension Rupture 76.4% Pass Pole + Reinf. TP33.04x33.04x0.3938 Reinf. 5 Tension Rupture 85.5% Pass Pole TP39.1x39.1x0.3438 Pole 64.3% Pass 70.0% Pass Pole + Reinf. TP39.1x39.1x0.5563 Reinf. 7 Tension Rupture 58.6% Pass Pole + Reinf. TP39.1x39.1x0.5563 Reinf. 7 Tension Rupture 60.4% Pass Pole + Reinf. TP39.1x39.1x0.6438 Reinf. 7 Tension Rupture 53.3% Pass 54.3% Pass Pole + Reinf. TP39.1x39.1x0.5438 Reinf. 2 Tension Rupture 62.2% Pass Pole + Reinf. TP39.1x39.1x0.5438 Reinf. 2 Tension Rupture 68.6% Pass Pole + Reinf. TP39.1x39.1x0.5438 Reinf. 2 Tension Rupture 71.1% Pass 67.1% Pass Pole + Reinf. TP43.18x43.18x0.5188 Reinf. 2 Tension Rupture 71.0% Pass Pole + Reinf. TP43.18x43.18x0.4688 Reinf. 7 Tension Rupture 79.7% Pass Pole + Reinf. TP43.18x43.18x0.5688 Reinf. 7 Tension Rupture 66.1% Pass 71.6% Pass Pole + Reinf. TP43.18x43.18x0.5688 Reinf. 7 Tension Rupture 77.4% Pass Pole + Reinf. TP43.18x43.18x0.5688 Reinf. 7 Tension Rupture 77.5% Pass Pole + Reinf. TP43.18x43.18x0.5688 Reinf. 6 Tension Rupture 77.8% Pass 82.2% Pass Pole + Reinf. TP48.23x48.23x0.575 Reinf. 6 Tension Rupture 69.9% Pass Pole + Reinf. TP48.23x48.23x0.575 Reinf. 6 Tension Rupture 74.8% Pass Pole + Reinf. TP48.23x48.23x0.575 Reinf. 6 Tension Rupture 79.8% Pass 97.0% Pass Pole TP53.1x53.1x0.4063 Pole 80.8% Pass Pole TP53.1x53.1x0.4063 Pole 85.6% Pass Pole TP53.1x53.1x0.4063 Pole 90.4% Pass PolePole Pole TP53.1x53.1x0.4063 Pole 98.2% Pass Pole TP53.1x53.1x0.4063 Pole Elevation (ft) 150 - 145 145 - 140 140 - 135 124.33 - 120 120 - 116.92 116.92 - 116.67 116.67 - 111.67 111.67 - 110 110 - 105 105 - 100 100 - 95.75 95.75 - 95.5 95.5 - 90.5 90.5 - 86 86 - 81 81 - 77.08 77.08 - 76.83 76.83 - 75.33 75.33 - 75.08 75.08 - 74.17 74.17 - 73.92 73.92 - 68.92 68.92 - 67 67 - 61 61 - 57.67 57.67 - 57.32 57.32 - 57.17 57.17 - 52.17 52.17 - 47.17 47.17 - 47 47 - 46.75 46.75 - 43 43 - 38 38 - 33 33 - 28 28 - 25.25 25.25 - 18 18 - 13 13 - 8 8 - 3 3 - 0 CCIpole - version 4.5.3 Analysis Date: 2/22/2021Page 4 Pole R1 R2 R3 R4 R5 R6 R7 150 - 145 19.8% 145 - 140 32.2% 140 - 135 46.5% 135 - 130 62.2% 130 - 125 75.5% 125 - 124.58 76.7% 124.58 - 124.33 48.0% 61.6% 124.33 - 120 58.2% 62.7% 120 - 116.92 40.5% 51.8% 116.92 - 116.67 57.1% 116.67 - 111.67 71.3% 111.67 - 110 76.8% 110 - 105 50.3% 105 - 100 59.7% 100 - 95.75 67.9% 95.75 - 95.5 56.8% 66.6% 95.5 - 90.5 65.1% 76.4% 90.5 - 86 72.9% 85.5% 86 - 81 64.3% 81 - 77.08 70.0% 77.08 - 76.83 45.2% 56.2% 58.6% 76.83 - 75.33 46.6% 57.9% 60.4% 75.33 - 75.08 40.9% 51.8% 51.1% 53.3% 75.08 - 74.17 41.6% 52.7% 52.1% 54.3% 74.17 - 73.92 47.9% 62.2% 60.2% 73.92 - 68.92 52.8% 68.6% 66.4% 68.92 - 67 54.7% 71.1% 68.8% 67 - 61 52.2% 67.1% 65.3% 61 - 57.67 55.2% 71.0% 69.1% 57.67 - 57.32 63.7% 79.7% 57.32 - 57.17 52.3% 64.7% 66.1% 57.17 - 52.17 56.7% 70.2% 71.6% 52.17 - 47.17 61.2% 75.8% 77.4% 47.17 - 47 61.4% 75.9% 77.5% 47 - 46.75 61.6% 76.2% 77.8% 46.75 - 43 65.1% 80.5% 82.2% 43 - 38 55.3% 68.0% 69.9% 38 - 33 59.1% 72.7% 74.8% 33 - 28 63.1% 77.6% 79.8% 28 - 25.25 97.0% 25.25 - 18 80.8% 18 - 13 85.6% 13 - 8 90.4% 8 - 3 95.3% 3 - 0 98.2% Note: Section capacity checked using 5 degree increments. Rating per TIA-222-H Section 15.5. 13.58 13.65 n/a n/a 10.64 11.38 12.11 12.85 Reinf. Total Moment of Inertia (in4) Area (in 2) n/a n/a n/a n/a 764 764 12.85 903 903 13.58 Reinf. n/a n/a n/a n/a n/a 916 916 13.65 924 1518 13.68 640 640 12.11 Pole Total Pole 434 434 10.64 530 530 11.38 1059 1706 14.32 1881 2660 21.01 1879 1879 21.01 1879 1879 21.01 n/a 594 647 779 n/a n/a 1879 1879 21.01 4302 4302 32.13 4302 4302 32.13 4302 4302 32.13 4318 5390 32.13 4318 5390 32.131073 n/a n/a n/a n/a 1073 4318 5390 32.13 7859 7859 41.85 7859 7859 41.85 7867 12482 41.85 7867 12482 41.85 7865 14262 41.85 1073 n/a n/a 4615 4615 6398 7865 14262 41.85 7859 12247 41.85 7859 12247 41.85 7859 12247 41.85 10611 15928 46.26 10611 15928 46.26 6398 4388 4388 4388 5317 5317 10630 14277 46.26 10625 17341 46.26 10625 17341 46.26 10625 17341 46.26 10625 17341 46.26 10625 17341 46.26 3646 6716 6716 6716 6716 6716 10625 17341 46.26 16156 24486 56.38 16156 24486 56.38 16156 24486 56.38 16140 16140 56.38 23343 23343 67.25 6716 8330 8330 8330 n/a n/a 23343 23343 67.25 23343 23343 67.25 23343 23343 67.25 23343 23343 67.25 n/a n/a n/a n/a 8.76 22.44 8.76 23.08 8.76 29.77 n/a 21.01 n/a 21.01 n/a 21.01 n/a 32.13 n/a 32.13 n/a 32.13 8.76 40.89 8.76 40.89 8.76 40.89 n/a 41.85 n/a 41.85 26.76 68.61 26.76 68.61 35.52 77.37 35.52 77.37 26.76 68.61 26.76 68.61 26.76 68.61 26.76 73.02 26.76 73.02 18.00 64.26 30.39 76.65 30.39 76.65 30.39 76.65 30.39 76.65 30.39 76.65 30.39 76.65 30.39 86.77 30.39 86.77 30.39 86.77 n/a 56.38 n/a 67.25 n/a 67.25 n/a 67.25 n/a 67.25 n/a 67.25 % Capacity*Section Elevation (ft) CCIpole - version 4.5.3 Analysis Date: 2/22/2021Page 5 Monopole Flange Plate Connection *TIA-222-H Section 15.5 Applied Top Plate Data Bottom Plate Data 34.25" OD x 2.5" Plate (A36; Fy=36 ksi, Fu=58 ksi)34.25" OD x 2.5" Plate (A36; Fy=36 ksi, Fu=58 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 27" x 0.25" round pole (A572-65; Fy=65 ksi, Fu=80 ksi) 27" x 0.3125" round pole (A572-65; Fy=65 ksi, Fu=80 ksi) Max Load (kips) 40.54 Allowable (kips) 54.51 Stress Rating:70.8%Pass Top Plate Capacity Bottom Plate Capacity 7.48 (Flexural) 7.48 (Flexural) 32.40 32.40 22.0%Pass 22.0%Pass 8.9%Pass 8.9%Pass Stress Rating: Stress Rating: Tension Side Stress Rating: Tension Side Stress Rating: Bottom Plate - ExternalTop Plate - External Allowable Stress (ksi): Allowable Stress (ksi): Connection Properties Bolt Data Analysis Results Bolt Capacity Max Stress (ksi): Max Stress (ksi): (22) 1" ø bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 30.5" BC Shear Force (kips) 25.62 TIA-222 Revision H Elevation = 110 ft. Order # 535423, Rev. 0 Axial Force (kips) 18.71 BU # 814337 Applied Loads Site Name CHESTERTON, IN Moment (kip-ft) 578.87 Analysis Date: 2/22/2021CCIplate - Version 3.7.3.1 Monopole Base Plate Connection *TIA-222-H Section 15.5 Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (16) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 60" BC Pu_c = 235.63 Stress Rating Anchor Spacing: 10.43 in Vu = 2.95 83.7% Mu = n/a Pass Base Plate Data 68.25" W x 2.5" Plate (A36; Fy=36 ksi, Fu=58 ksi); Clip: 20 in Base Plate Summary Max Stress (ksi): 25.1 (Flexural) Stiffener Data Allowable Stress (ksi):32.4 N/A Stress Rating:73.8%Pass Pole Data 53.1" x 0.40625" round pole (A572-65; Fy=65 ksi, Fu=80 ksi) Analysis ResultsConnection Properties Iar (in) 0 Moment (kip-ft) 4640.23 Axial Force (kips) 60.04 Shear Force (kips) 47.23 Moment (kip-ft) Axial Force (kips) Shear Force (kips) 0.00 BU # 814337 Applied Loads Site Name CHESTERTON, IN Order # 535423, Rev. 0 Analysis Considerations Site Info TIA-222 Revision H Grout Considered:No 60.04 47.23 Adjusted Pole Reactions Analysis Date: 2/22/2021CCIplate - Version 3.7.3.1 Report File: TIA-222 Revison:Check Pier Capacity only at location of Max Moment?No Tower Type: Soil Lateral Check Compression Uplift Comp. Uplift 8.95 - 4640 3.80 - 60 4950.03 - 47 33.3% - Soil Vertical Check Compression Uplift Go to Soil Calculations 482.55 - 3 ksi 509.69 - 60 ksi 236.08 - 40 ksi 992.24 - 296.08 - 28.4% - 35 ft Reinforced Concrete Flexure Compression Uplift 0.25 ft 9.27 - 4949.38 - 9976.50 - 8 ft 47.2% - 27 36 Reinforced Concrete Shear Compression Uplift 11 25.20 - 3 in 410.10 - 5 685.74 - Tie Spacing Requirements Not Met 24 in 57.0% - in *Rating per TIA-222-H Section 15.5 13 # of Layers 4 121 FALSE 1 0 3 3 132.3 150 0 0.000 0.000 0.00 0.00 FALSE 2 3 13 10 132.3 150 15 0.000 0.000 1.80 1.80 FALSE 3 13 15 2 73 87.6 15 0.000 0.000 1.80 1.80 FALSE 4 15 35 20 73 87.6 22 0.000 0.000 0.20 0.20 13.52 Pier Diameter Rebar Quantity Rebar Cage Diameter Calculated Ultimate Skin Friction Uplift (ksf) Calculated Ultimate Skin Friction Comp (ksf) Layer Top (ft) Bottom (ft) Thickness (ft) Ultimate Skin Friction Comp Override (ksf) Groundwater Depth Soil Profile Soil TypeSPT Blow Count Ult. Gross Bearing Capacity (ksf) soil (pcf) concrete (pcf) Cohesion (ksf) Angle of Friction (degrees) Drilled Pier Foundation BU # : Site Name: Order Number: Monopole Applied Loads Material Properties Pier Design Data H 814337 CHESTERTON, IN 535423, Rev. 0 Moment (kip-ft) Axial Force (kips) Shear Force (kips) Concrete Strength, f'c: Rebar Strength, Fy: Cohesionless Cohesionless Cohesionless Cohesionless Ultimate Skin Friction Uplift Override (ksf) Shear Design Options Check Shear along Depth of Pier: Utilize Shear-Friction Methodology: Critical Shear Capacity Rating* Override Critical Depth: Dv=0 (ft from TOC) Soil Safety Factor Max Moment (kip-ft) Rating* Skin Friction (kips) Weight of Concrete (kips) Rating* Critical Shear (kip) End Bearing (kips) Axial (kips) Critical Depth (ft from TOC) Critical Depth (ft from TOC) 33.3%Soil Interaction Rating* Ext. Above Grade Critical Moment (kip-ft) Critical Moment Capacity Rating* From 0.25' above grade to 35' below grade Rebar Size Clear Cover to Ties Tie Size 57.0%Structural Foundation Rating* Total Capacity (kips)Tie Yield Strength, Fyt: Tie Spacing Depth N/A Analysis Results Rebar Quantity Rebar Size Pier Section 1 Check Limitation Apply TIA-222-H Section 15.5: Rebar & Pier Options Embedded Pole Inputs Belled Pier Inputs Version 4.2.1 ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-10 Risk Category:II Soil Class:D - Stiff Soil Elevation:801.86 ft (NAVD 88) Latitude: Longitude: 39.929086 -86.135694 Wind Results: Wind Speed: 115 Vmph 10-year MRI 76 Vmph 25-year MRI 84 Vmph 50-year MRI 90 Vmph 100-year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1–CC-4, and Section 26.5.2, incorporating errata of March 12, 2014 Date Accessed: Fri Feb 19 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. Page 1 of 3https://asce7hazardtool.online/Fri Feb 19 2021 SS : 0.149 S1 : 0.082 F a : 1.6 F v : 2.4 SMS : 0.239 SM1 : 0.198 SDS : 0.159 SD1 : 0.132 T L : 12 PGA : 0.068 PGA M : 0.109 F PGA : 1.6 Ie : 1 Design Response Spectrum S (g) vs T(s)a MCE Response SpectrumR S (g) vs T(s)a Seismic Site Soil Class: Results: Seismic Design Category D - Stiff Soil B Data Accessed: Date Source: Fri Feb 19 2021 USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. Page 2 of 3https://asce7hazardtool.online/Fri Feb 19 2021 Ice Results: Data Source: Date Accessed: Ice Thickness: 1.00 in. Concurrent Temperature: 5 F Gust Speed: 40 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Fri Feb 19 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 3 of 3https://asce7hazardtool.online/Fri Feb 19 2021