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120_023_TEP SA - Pass - 8SV0943A - Tybee Island - 2016-08-08 with T-Mobile and ATT.pdf
Revision # Date Issued Description 0 July 13, 2016 Original structural analysis report 1 August 8, 2016 Revised T-Mobile Azimuths Date: August 8, 2016 Julie Pace Tower Engineering Professionals T-Mobile 326 Tryon Road 7025 A.C. Skinner Pkwy. Raleigh, NC 27603 Jacksonville, FL 32225 (919) 661-6351 904-251-7084 StructuresReview@tepgroup.net Subject: Structural Analysis Report – Revision 1 T-Mobile Designation: Carrier Site Number: 8SV0943A Carrier Site Name: Tybee Island Engineering Firm Designation: TEP Project Number: 18995_86099 Site Data: 111 Butler Ave., Tybee Island, Chatham County, GA 31328 Latitude 32° 00' 40.39, Longitude -80° 50' 31.08'' 152 Foot - 150,000 Gallon - Single Pedestal Water Tank Dear Ms. Pace, Tower Engineering Professionals is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above mentioned water tank. The purpose of the analysis is to determine acceptability of the water tank stress level, including the lateral- resistance system. Based on our analysis we have determined the water tank stress level for the structure and corral mount under the following load case, to be: LC1: Existing + Proposed Equipment Sufficient Capacity Note: See Table 1 for the existing and proposed loading The analysis has been performed in accordance with the ASCE 7-10 Minimum Design Loads for Buildings and Other Structures and the 2012 International Building Code based upon a wind speed of 153 mph 3-second gust and exposure category D. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and T-Mobile. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Arienna Wilson-Muller, E.I. Respectfully submitted by: Ronnie E. Glover, P.E. Structure Capacity Controlling Component Notes 47.0% Anchor Bolts Lateral-Resistance System 102.0% Top Rail Members Corral Mount August 8, 2016 152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island TEP Project Number 18995_86099, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Existing and Proposed Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Water Tank Component Capacity Table 4 - Foundation Comparison Results 4.1) Recommendations 5) APPENDIX A Analysis Calculations 6) APPENDIX B Corral Mount Analysis August 8, 2016 152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island TEP Project Number 18995_86099, Revision 1 Page 3 1) INTRODUCTION The water tank is a 152-ft, 150,000-gallon, single pedestal water tank designed by Brown Steel Contractors, Inc. in November of 1998. TEP visited the site in February of 2015 to collect existing mount and appurtenance information. All other information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA The analysis has been performed in accordance with the ASCE 7-10 Minimum Design Loads for Buildings and Other Structures and the 2012 International Building Code using a 3-second gust wind speed of 153 mph with the following design criteria. Seismic loading was not considered in this analysis. The structure may remain unaltered with respect to the seismic loading per Section 3403.4 of the 2012 IBC because the additional loading does not increase the seismic forces in any structural element by more than 10% cumulative since the original construction. 1) Classification of Structure: Class III Definition: Structures that due to height, use, or location represent a substantial hazard to human life and/or damage to property in the event of failure and/or used primarily for essential communications. 2) Exposure Category: Exposure D Definition: Flat, unobstructed shorelines exposed to wind flowing over open for a distance of at least one mile. Shorelines in Exposure D shall include inland waterways, lakes, and coastal areas. 3) Topographic Category: Category 1 Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up consideration shall be required. Table 1 - Existing and Proposed Antenna and Cable Information Existing/ Proposed Elevation (ft) Qty Antenna Model Mount Type Qty Coax Coax Size Coax Location Owner/ Tenant Proposed Final Config. 155 6 Kathrein 80010865 8-Post Corral Mount 6 3 1 5/8 Hybrid Inside AT&T 3 Kathrein 742236 9 Ericsson RRUS 12 6 Ericsson RRUS A2 3 Ericsson RRUS 11 3 Raycap COVP Proposed Final Config. 155 3 Cellmax Technologies CMA-BDHH/6517 3 1.58” Hybrid Inside T-Mobile 3 Nokia FASB ANTENNA 3 Raycap COVP 3 Nokia FRBG RRU 3 Nokia FHFB RRU Existing 155 1 4 Element 20’ Dipole 1 3/8 Inside Unknown Existing 135 3 RFS APXVSPP18-C Mount Pipes 6 1 5/8 Inside Sprint 3 1900 RRH 3 800 RRH August 8, 2016 152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island TEP Project Number 18995_86099, Revision 1 Page 4 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source Tank Fabrication Drawings Brown Steel Contractors, Inc. dated November 25, 1998 Job No. 3313-98 - T-Mobile Mount Mapping Tower Engineering Professionals, dated February 27, 2015 18995_51747 TEP Previous Structural Analysis Tower Engineering Professionals, dated May 17, 2016 18995_82539 TEP Correspondence Correspondence with T-Mobile concerning the existing and proposed loading. - T-Mobile 3.1) Analysis Method STAADPro (version 2001) a commercially available analysis software package, was used to create a three-dimensional model of the water tank structure and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The water tank, tank components, and foundation were built in accordance with the manufacturer’s specifications. 2) The water tank, tank components, and foundation have been maintained in accordance with the manufacturer’s specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 1. 4) All water tank components are in sufficient condition to carry their full design capacity. 5) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tank owner to ensure conformance. 6) All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. It is the carrier’s responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to verify the size, condition or capacity of the antenna mounts and did not analyze antennas supporting mounts as part of this structural analysis report. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the water tank. August 8, 2016 152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island TEP Project Number 18995_86099, Revision 1 Page 5 4) ANALYSIS RESULTS Table 3 - Water Tank Component Capacity Notes Component % Capacity Pass / Fail 1 Pedestal 38.2 Pass 1 Anchor Bolts 47.0 Pass Table 4 - Foundation Comparison Results Component Analysis without Antennas (kips) Analysis with Antennas (kips) Ratio Notes Column Download 1,944.4 1,953.6 1.00 - Column Shear 93.8 147.0 1.56 - Moment 8,782.5 15,076.7 1.72 - Structure Rating (max from all components) = 47.0% Notes: 1) See additional documentation in “Appendix A - Analysis Calculations” for calculations supporting the % capacity listed. 4.1) Recommendations 1) The corral mount does has sufficient capacity to carry the existing, proposed, and reserved loading configuration. No modifications are required at this time. 2) If the load differs from that described in Table 1 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 3) TEP did not have sufficient information to perform a foundation analysis. Provide TEP with foundation drawings and a geotechnical report for this site in order to determine the substructure capacity. If this information is not available, TEP recommends a foundation mapping and geotechnical investigation. August 8, 2016 152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island TEP Project Number 18995_86099, Revision 1 Page 6 APPENDIX A ANALYSIS CALCULATIONS Initials Date Job Number:18995_86099 Produced By:ALWM 7/1/2016 Site Name:8SV0943A Tybee Island Checked By:MAN 7/1/2016 Client:T-Mobile Tower Height:152.0 Tower Type:Single Pedestal Water Tank Tower Manufacturer:Brown Steel Contractors, Inc. Manufacture Date:1998 County/City, State:Chatham / Tybee Island, GA Ultimate Wind Speed (mph):153 Risk Category:III Exposure Category:D Topographic Category:1 Crest Height:0 Number of Loads Req'd 2 Design Loading: Proposed Loading:Wind Requirements 2012 IBC/ASCE 7-10 = 153 mph AWWA D100-96 = Vh=(H/33)^1/7 x V33 for BCL > 125-ft Modeling Assumptions 1) ASCE 7-10 2) 3) 4) 5) Changes from Rev 0 1) Removed (6) Decibel DB844H90-XY 2) 3) 4) 5) Member Specification or Yield Assumption Columns/Riser A36 N Anchor Bolts A36 N Run Usefulness Report or Modification Issue # Is this a Report Run? YES 0 Is this a Modification Run? NO RUN# 1 Forces on Tank Bowl Top of Tank Bowl (ft)152.00 Bottom of Tank Bowl (ft)118.00 Total Wind Area (sf)934.82 Cyclindrical Wind Area (sf)0.00 Use DC Wind Pressure for Entire Tank?Y Total Force (kips)54.64 Total Surface Area (sf)3739.28 Average Thickness (in)0.250 Total Weight (kips)38.17 Is the Tank Capacity Known?Y Tank Capacity (gal)150,000 Water Weight (kips)1251.34 DE = Double Ellipsoid What is the Tank Bowl Shape?OV TB = Torus Bottom Is the Riser Dry?Y OV = Ovaloid Access Tube Diameter (ft)4 Water Weight to Riser (kips)1251.34 Wind Pressure on Cylindrical 58.445 Wind Pressure on DC 58.445 *WIND 18 FX 54.635 18 FY -45.806 *WEIGHT OF WATER 18 FY -1501.604 Coax Weight Calculations Ladder 7.39 plf WG1-4 plf Sprint 4.92 plf T-Mobile Coax 3.28 plf AT&T Coax 7.38 plf Verizon Coax plf Water Pipes 59.50 plf Total = 98.97 plf Section Number Section Length Node Weight (1.2D) Weight (0.9D) Weight (1.4D) 1 7.2083 1 0.357 kips 0.268 kips 0.416 kips 2 3.2292 2 0.516 kips 0.387 kips 0.603 kips 3 4.5208 3 0.383 kips 0.288 kips 0.447 kips 4 3.2292 4 0.383 kips 0.288 kips 0.447 kips 5 7.8021 5 0.546 kips 0.409 kips 0.637 kips 6 7.8021 6 0.772 kips 0.579 kips 0.901 kips 7 7.8021 7 0.772 kips 0.579 kips 0.901 kips 8 7.8021 8 0.772 kips 0.579 kips 0.901 kips 9 7.8021 9 0.772 kips 0.579 kips 0.901 kips 10 7.8021 10 0.772 kips 0.579 kips 0.901 kips 11 7.8021 11 0.772 kips 0.579 kips 0.901 kips 12 7.8021 12 0.772 kips 0.579 kips 0.901 kips 13 7.8021 13 0.772 kips 0.579 kips 0.901 kips 14 7.8021 14 0.772 kips 0.579 kips 0.901 kips 15 7.8021 15 0.772 kips 0.579 kips 0.901 kips 16 7.8021 16 0.772 kips 0.579 kips 0.901 kips 17 6.2188 17 0.694 kips 0.520 kips 0.809 kips 18 18 0.308 kips 0.231 kips 0.359 kips 19 19 0.000 kips 0.000 kips 0.000 kips Height Check =118.031 Corral Wind and Weight Calculations Corral Radius 7.84 ft Number of Posts 8 Horizontal Properties Height Perpendicular to Wind of Horizontals Round/Flat Wind Areas Upper Rail 3 in F L3x3x1/4 7.8 sf Mid Rail 3 in F L3x3x1/4 7.8 sf Toe Plate 4 in F PL4x1/4 10.5 sf Other 1 3 in F L3x3x1/4 7.8 sf Weights of Horizontals Weights Upper Rail 4.9 plf L3x3x1/4 235 lbs Mid Rail 4.9 plf L3x3x1/4 235 lbs Toe Plate 3.4 plf PL4x1/4 163 lbs Other 1 4.9 plf L3x3x1/4 235 lbs Post Properties Post Width 2.9 in R 2.5SCH40 Post Length 5.0 ft 9.6 sf Post Weight 5.8 plf 232 lbs Kicker Properties Width of Kicker (Wind) 2.5 in F Length of Kicker 3.333 ft 3.5 sf Weight of Kicker 3.07 plf 82 lbs Panel Properties (6) Kathrein 80010865 Panel Height 78.35 in Panel Width (Wind) 14.84 in F w/o oreint 48.4 sf Panel Depth 6.65 in w/ oreint 46.0 sf Panel Weight 66.14 lbs Number of Panels 6 396.84 lbs Panel Properties (3) Kathrein 742236 Panel Height 52 in Panel Width (Wind) 12.7 in F w/o oreint 13.8 sf Panel Depth 2.8 in w/ oreint 11.9 sf Panel Weight 36.37 lbs Number of Panels 3 109.11 lbs Panel Properties (9) Ericsson RRUS 12 Panel Height 18.2 in Panel Width (Wind) 17.8 in F w/o oreint 20.2 sf Panel Depth 8 in w/ oreint 19.3 sf Panel Weight 60 lbs Number of Panels 9 540 lbs Panel Properties (6) Ericsson A2 Module Panel Height 16.41 in Panel Width (Wind) 15.11 in F w/o oreint 10.3 sf Panel Depth 3.34 in w/ oreint 8.9 sf Panel Weight 22.04 lbs Number of Panels 6 132.24 lbs Panel Properties (3) Ericsson RRUS 11 Panel Height 19.7 in Panel Width (Wind) 17 in F w/o oreint 7.0 sf Panel Depth 7.2 in w/ oreint 6.6 sf Panel Weight 50.7 lbs Number of Panels 3 152.1 lbs Corral Mount-Wind&Weight (ASCE 7-10) Panel Properties (6) NSN COVP Panel Height 20.22 in Panel Width (Wind) 18.86 in F w/o oreint 15.9 sf Panel Depth 7 in w/ oreint 14.6 sf Panel Weight 15.3 lbs Number of Panels 6 91.8 lbs Panel Properties (3) CMA-BDHH/6521 Panel Height 81.1 in Panel Width (Wind) 15.9 in F w/o oreint 26.9 sf Panel Depth 5 in w/ oreint 24.1 sf Panel Weight 75 lbs Number of Panels 3 225 lbs Panel Properties (3) FASB Panel Height 96.1 in Panel Width (Wind) 14.9 in F w/o oreint 29.8 sf Panel Depth 13.4 in w/ oreint 33.5 sf Panel Weight 207.2 lbs Number of Panels 3 621.6 lbs Panel Properties (3) Nokia FRBG Panel Height 22.1 in Panel Width (Wind) 19.4 in F w/o oreint 8.9 sf Panel Depth 5.2 in w/ oreint 7.9 sf Panel Weight 55.1 lbs Number of Panels 3 165.3 lbs Panel Properties (3) FHFB Panel Height 25.1 in Panel Width (Wind) 12.6 in F w/o oreint 6.6 sf Panel Depth 7.8 in w/ oreint 6.7 sf Panel Weight 51 lbs Number of Panels 3 153 lbs Panel Properties (1) 20' Dipole Antenna Panel Height 240 in Panel Width (Wind) 2.5 in R w/o oreint 4.2 sf Panel Depth 2.5 in w/ oreint 4.8 sf Panel Weight 60 lbs Number of Panels 1 60 lbs Panel Properties Pipe Extensions Panel Height 29.5 in Panel Width (Wind) 2.375 in R w/o oreint 2.4 sf Panel Depth 2.375 in w/ oreint 2.8 sf Panel Weight 9.00 lbs Number of Panels 5 44.9875 lbs Panel Properties Mount Pipes Panel Height 72 in Panel Width (Wind) 2.375 in R w/o oreint 10.7 sf Panel Depth 2.375 in w/ oreint 12.4 sf Panel Weight 21.96 lbs Number of Panels 9 197.64 lbs Wind Pressure on Flats 149.66 psf Wind Area of Flats Total Weight of Corral Mount Wind Pressure on Cyl.89.80 psf 225.4 sf 4887 lbs 1.2D Wind Area of Cylinders 3665 lbs 0.9D Average Height = 155.00 ft 26.9 sf 5701 lbs 1.4D Top of Columns (Model) =118.00 ft Pressure Adj. Factor = 1.31 Wind Pressure on Flats 196.59 Equiv. Pressure Total Force 47475 lbs Wind Pressure on Cyl. 117.96 Equiv. Pressure Corral Mount-Wind&Weight (ASCE 7-10) Antennas @ Bowl Equator Wind and Weight Calculations Panel Properties RFS APXVSPP18-C Panel Height 72 in Panel Width (Wind) 11.8 in F w/o oreint 17.7 sf Panel Depth 7 in w/ oreint 17.8 sf Panel Weight 57 lbs Number of Panels 3 171 lbs Panel Properties 1900 RRH Panel Height 23 in Panel Width (Wind) 13 in F w/o oreint 6.2 sf Panel Depth 17 in w/ oreint 8.0 sf Panel Weight 44 lbs Number of Panels 3 132 lbs Panel Properties 800 RRH Panel Height 19.7 in Panel Width (Wind) 13 in F w/o oreint 5.3 sf Panel Depth 10.8 in w/ oreint 5.9 sf Panel Weight 53 lbs Number of Panels 3 159 lbs Panel Properties Mount Pipes Panel Height 96 in Panel Width (Wind) 2.375 in R w/o oreint 9.5 sf Panel Depth 2.375 in w/ oreint 11.0 sf Panel Weight 29.28 lbs Number of Panels 6 175.68 lbs Wind Pressure on Flats 146.11 psf Wind Area of Flats Total Weight of Corral Mount Wind Pressure on Cyl.87.67 psf 29.3 sf 765 lbs 1.2D Wind Area of Cylinders 574 lbs 0.9D Average Height = 135.00 ft 9.5 sf 893 lbs 1.4D Top of Columns (Model) =118.00 ft Pressure Adj. Factor = 1.14 Wind Pressure on Flats 167.16 Equiv. Pressure Total Force 5845 lbs Wind Pressure on Cyl. 100.30 Equiv. Pressure Corral Mount-Wind&Weight (ASCE 7-10) Section # Length (ft)* Bott Diam (ft) Top Diam (ft) Thickness (in) Bott Diam (in) Top Diam (in)1 118.031 22.000 15.253 0.5625264.000 183.0422 110.823 15.253 12.231 0.7813183.042 146.7743 107.594 12.231 8.000 0.9375146.774 96.0004 103.073 8.000 8.000 0.937596.000 96.0005 99.844 8.000 8.000 0.937596.000 96.0006 92.042 8.000 8.000 0.875096.000 96.0007 84.240 8.000 8.000 0.812596.000 96.0008 76.438 8.000 8.000 0.781396.000 96.0009 68.635 8.000 8.000 0.718896.000 96.00010 60.833 8.000 8.000 0.687596.000 96.00011 53.031 8.000 8.000 0.656396.000 96.00012 45.229 8.000 8.000 0.593896.000 96.00013 37.427 8.000 8.000 0.562596.000 96.00014 29.625 8.000 8.000 0.562596.000 96.00015 21.823 8.000 8.000 0.500096.000 96.00016 14.021 8.000 8.000 0.500096.000 96.00017 6.219 8.000 15.900 0.625096.000 190.800* Input length of BOTTOM splice of section to the bottom of bowlHeight to Top of Torus (ft) = 118.031 Section # EL Bottom (ft) ELTop (ft) Length (ft) Bott Diam (ft) Top Diam (ft)Projected Area (ft2)CfPw Force (kips)10.000 7.208 7.208 22.000 15.253134.270.649.84 4.0227.208 10.438 3.229 15.253 12.23144.380.649.84 1.33310.438 14.958 4.521 12.231 8.00045.730.649.84 1.37414.958 18.188 3.229 8.000 8.00025.830.650.73 0.79518.188 25.990 7.802 8.000 8.00062.420.653.32 2.00625.990 33.792 7.802 8.000 8.00062.420.656.21 2.10733.792 41.594 7.802 8.000 8.00062.420.658.52 2.19841.594 49.396 7.802 8.000 8.00062.420.660.46 2.26949.396 57.198 7.802 8.000 8.00062.420.662.15 2.331057.198 65.000 7.802 8.000 8.00062.420.663.65 2.381165.000 72.802 7.802 8.000 8.00062.420.664.99 2.431272.802 80.604 7.802 8.000 8.00062.420.666.21 2.481380.604 88.406 7.802 8.000 8.00062.420.667.34 2.521488.406 96.208 7.802 8.000 8.00062.420.668.38 2.561596.208 104.010 7.802 8.000 8.00062.420.669.35 2.6016104.010 111.813 7.802 8.000 8.00062.420.670.26 2.6317111.813 118.031 6.219 8.000 15.90074.310.671.04 3.17Wind Speed153mph (ultimate 3-second gust)Risk CategoryIIIExposure CategoryDTopo Category1Crest Height0ftJoints Direction Joint Force (kips)1 FX 2.012 FX 2.673 FX 1.354 FX 1.085 FX 1.396 FX 2.057 FX 2.158 FX 2.239 FX 2.3010 FX 2.3611 FX 2.4112 FX 2.4613 FX 2.5014 FX 2.5415 FX 2.5816 FX 2.6117 FX 2.9018 FX 1.58 BOTTOMSectionArea (in^2)Z (ft^3)S (ft^3)r (in)Length (ft)Radius (ft)D/tkl/rFcr (ksi)Fe (ksi)1 465.5324 22.5910 17.7052 93.1394 118.031 11.000 469.333 30.414 34.289 309.4202 447.3346 15.0188 11.7455 64.4394 110.823 7.627 234.294 41.275 32.912 168.0043 429.5249 11.5390 9.0051 51.5622 107.594 6.116 156.559 50.080 31.547 114.1204 279.9821 4.9030 3.8134 33.6113 103.073 4.000 102.400 73.599 27.068 52.8395 279.9821 4.9030 3.8134 33.6113 99.844 4.000 102.400 71.293 27.548 56.3126 261.4884 4.5821 3.5662 33.6332 92.042 4.000 109.714 65.679 28.686 66.3507 242.9702 4.2604 3.3180 33.6551 84.240 4.000 118.154 60.073 29.771 79.3138 233.7019 4.0992 3.1935 33.6660 76.438 4.000 122.880 54.491 30.790 96.3939 215.1469 3.7762 2.9437 33.6880 68.635 4.000 133.565 48.897 31.742 119.70910 205.8602 3.6144 2.8185 33.6989 60.833 4.000 139.636 43.325 32.613 152.48411 196.5673 3.4524 2.6930 33.7099 53.031 4.000 146.286 37.756 33.397 200.78312 177.9632 3.1277 2.4413 33.7319 45.229 4.000 161.684 32.180 34.090 276.38813 168.6519 2.9650 2.3151 33.7428 37.427 4.000 170.667 26.620 34.682 403.89315 150.0110 2.6390 2.0619 33.7648 21.823 4.000 192.000 15.512 35.547 1189.53816 150.0110 2.6390 2.0619 33.7648 14.021 4.000 192.000 9.966 35.812 2881.75017 187.2683 3.2901 2.5673 33.7209 6.219 4.000 153.600 4.42635.963 14610.559TOPSectionArea (in^2)Z (ft^3)S (ft^3)r (in)Length (ft)Radius (ft)D/tkl/rFcr (ksi)Fe (ksi)1 322.4675 10.8395 8.4872 64.5165 118.031 7.627 325.408 43.907 32.526 148.4642 358.3209 9.6364 7.5283 51.6171 110.823 6.116 187.871 51.528 31.304 107.7963 279.9821 4.9030 3.8134 33.6113 107.594 4.000 102.400 76.827 26.385 48.4924 279.9821 4.9030 3.8134 33.6113 103.073 4.000 102.400 73.599 27.068 52.8395 279.9821 4.9030 3.8134 33.6113 99.844 4.000 102.400 71.293 27.548 56.3126 261.4884 4.5821 3.5662 33.6332 92.042 4.000 109.714 65.679 28.686 66.3507 242.9702 4.2604 3.3180 33.6551 84.240 4.000 118.154 60.073 29.771 79.3138 233.7019 4.0992 3.1935 33.6660 76.438 4.000 122.880 54.491 30.790 96.3939 215.1469 3.7762 2.9437 33.6880 68.635 4.000 133.565 48.897 31.742 119.70910 205.8602 3.6144 2.8185 33.6989 60.833 4.000 139.636 43.325 32.613 152.48411 196.5673 3.4524 2.6930 33.7099 53.031 4.000 146.286 37.756 33.397 200.78312 177.9632 3.1277 2.4413 33.7319 45.229 4.000 161.684 32.180 34.090 276.38813 168.6519 2.9650 2.3151 33.7428 37.427 4.000 170.667 26.620 34.682 403.8930 168.6519 2.9650 2.3151 33.7428 29.625 4.000 170.667 21.071 35.168 644.64715 150.0110 2.6390 2.0619 33.7648 21.823 4.000 192.000 15.512 35.547 1189.53816 150.0110 2.6390 2.0619 33.7648 14.021 4.000 192.000 9.966 35.812 2881.75017 373.4077 13.0811 10.2403 67.2374 6.219 7.950 305.280 2.220 35.991 58088.561 BOTTOMSectionMomentWeightɸPnɸMnCompressionFlexureCombined Compression/FlexureSection Check1 15076.667 1953.135 14366.339 944148.829 13.6% 1.6% 13.6%OK2 14030.000 1939.030 13250.334 601188.961 14.6% 2.3% 14.7%OK3 13570.000 1932.396 12195.275 441809.484 15.8% 3.1% 15.9%OK4 12932.500 1924.326 6820.725 160531.812 28.2% 8.1% 28.9%OK5 12480.000 1919.391 6941.748 163380.195 27.6% 7.6% 28.2%OK6 11398.333 1908.110 6751.051 159098.954 28.3% 7.2% 28.8%OK7 10333.333 1897.515 6510.153 153621.699 29.1% 6.7% 29.6%OK8 9284.167 1887.605 6476.197 152919.951 29.1% 6.1% 29.5%OK9 8252.964 1878.039 6146.325 145319.863 30.6% 5.7% 30.9%OK10 7239.523 1869.161 6042.300 142953.388 30.9% 5.1% 31.2%OK11 6244.495 1860.628 5908.328 139874.802 31.5% 4.5% 31.7%OK12 5268.270 1852.439 5460.078 129431.260 33.9% 4.1% 34.1%OK13 4311.238 1844.939 5264.224 124869.816 35.0% 3.5% 35.2%OK14 3373.711 1837.785 5338.083 126621.764 34.4% 2.7% 34.5%OK15 2456.000 1830.631 4799.179 113987.050 38.1% 2.2% 38.2%OK16 1558.419 1824.169 4835.010 114838.074 37.7% 1.4% 37.7%OK17 681.087 1817.797 6061.240 143588.318 30.0% 0.5% 30.0%OKTOPSection Check1 14030.000 1939.633 9439.608 429315.060 20.5% 3.3% 20.7%OK2 13570.000 1932.843 10095.113 366504.426 19.1% 3.7% 19.3%OK3 12932.500 1924.773 6648.574 156480.083 29.0% 8.3% 29.6%OK4 12480.000 1920.029 6820.725 160531.812 28.1% 7.8% 28.8%OK5 11398.333 1909.011 6941.748 163380.195 27.5% 7.0% 28.0%OK6 10333.333 1898.416 6751.051 159098.954 28.1% 6.5% 28.5%OK7 9284.167 1888.506 6510.153 153621.699 29.0% 6.0% 29.4%OK8 8252.964 1878.940 6476.197 152919.951 29.0% 5.4% 29.3%OK9 7239.523 1870.062 6146.325 145319.863 30.4% 5.0% 30.7%OK10 6244.495 1861.529 6042.300 142953.388 30.8% 4.4% 31.0%OK11 5268.270 1853.340 5908.328 139874.802 31.4% 3.8% 31.5%OK12 4311.238 1845.840 5460.078 129431.260 33.8% 3.3% 33.9%OK13 3373.711 1838.686 5264.224 124869.816 34.9% 2.7% 35.0%OK14 2456.000 1831.532 5338.083 126621.764 34.3% 1.9% 34.3%OK15 1558.419 1825.070 4799.179 113987.050 38.0% 1.4% 38.0%OK16 681.087 1818.606 4835.010 114838.074 37.6% 0.6% 37.6%OK17 0.000 1812.264 12095.270 573178.467 15.0% 0.0% 15.0%OK PAGE NO. 1 # ************************************************** * * * STAAD.Pro * * Version 2001 Build 1005 * * Proprietary Program of * * RESEARCH ENGINEERS, Intl. * * Date= JUL 1, 2016 * * Time= 15:17: 6 * * * * USER ID: TEP * ************************************************** # 1. STAAD SPACE TYBEE ISLAND 2. START JOB INFORMATION 3. JOB NAME TYBEE ISLAND 4. JOB CLIENT T-MOBILE 5. JOB NO TEP#18995_86099 6. JOB COMMENT ASCE 7-10 7. JOB COMMENT 153 MPH ULTIMATE 3-SECOND GUST 8. ENGINEER NAME ALWM 9. ENGINEER DATE 06/28/2016 10. END JOB INFORMATION 11. INPUT WIDTH 79 12. SET NL 3 13. UNIT FEET KIP 14. JOINT COORDINATES 15. 1 0 0 0; 2 0 7.208 0; 3 0 10.438 0; 4 0 14.958 0; 5 0 18.188 0; 6 0 25.99 0 16. 7 0 33.792 0; 8 0 41.594 0; 9 0 49.396 0; 10 0 57.198 0; 11 0 65 0 17. 12 0 72.802 0; 13 0 80.604 0; 14 0 88.406 0; 15 0 96.208 0; 16 0 104.01 0 18. 17 0 111.813 0; 18 0 118.031 0 19. MEMBER INCIDENCES 20. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11 21. 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18 22. UNIT INCHES KIP 23. SUPPORTS 24. 1 FIXED 25. MEMBER PROPERTY AMERICAN 26. 1 PRIS ROUND STA 264 END 183.04 THI 0.5625 27. 2 PRIS ROUND STA 183.04 END 146.77 THI 0.7813 28. 3 PRIS ROUND STA 146.77 END 96 THI 0.9375 29. 4 PRIS ROUND STA 96 END 96 THI 0.9375 30. 5 PRIS ROUND STA 96 END 96 THI 0.9375 31. 6 PRIS ROUND STA 96 END 96 THI 0.875 32. 7 PRIS ROUND STA 96 END 96 THI 0.8125 33. 8 PRIS ROUND STA 96 END 96 THI 0.7813 34. 9 PRIS ROUND STA 96 END 96 THI 0.7188 35. 10 PRIS ROUND STA 96 END 96 THI 0.6875 36. 11 PRIS ROUND STA 96 END 96 THI 0.6563 37. 12 PRIS ROUND STA 96 END 96 THI 0.5938 38. 13 PRIS ROUND STA 96 END 96 THI 0.5625 39. 14 PRIS ROUND STA 96 END 96 THI 0.5625 40. 15 PRIS ROUND STA 96 END 96 THI 0.5 41. 16 PRIS ROUND STA 96 END 96 THI 0.5 TYBEE ISLAND -- PAGE NO. 2 1 42. 17 PRIS ROUND STA 96 END 96 THI 0.625 43. DEFINE MATERIAL START 44. ISOTROPIC STEEL 45. E 29000 46. POISSON 0.3 47. DENSITY 0.000283 48. ALPHA 6.5E-006 49. DAMP 0.02 50. CDAMP 0.03 51. END DEFINE MATERIAL 52. CONSTANTS 53. MATERIAL STEEL ALL 54. UNIT FEET KIP 55. LOAD 1 WIND AND EMPTY TANK 0.9D + 1.0W 56. *WIND LOAD ON STRUCTURE 57. JOINT LOAD 58. *WIND ON TANK PEDESTAL 59. 1 FX 2.01 60. 2 FX 2.67 61. 3 FX 1.35 62. 4 FX 1.08 63. 5 FX 1.39 64. 6 FX 2.05 65. 7 FX 2.15 66. 8 FX 2.23 67. 9 FX 2.3 68. 10 FX 2.36 69. 11 FX 2.41 70. 12 FX 2.46 71. 13 FX 2.5 72. 14 FX 2.54 73. 15 FX 2.58 74. 16 FX 2.61 75. 17 FX 2.9 76. 18 FX 1.58 77. *FEED LINE AND LADDER WEIGHT 78. JOINT LOAD 79. 1 FY -0.268 80. 2 FY -0.387 81. 3 FY -0.288 82. 4 FY -0.288 83. 5 FY -0.409 84. 6 FY -0.579 85. 7 FY -0.579 86. 8 FY -0.579 87. 9 FY -0.579 88. 10 FY -0.579 89. 11 FY -0.579 90. 12 FY -0.579 91. 13 FY -0.579 92. 14 FY -0.579 93. 15 FY -0.579 94. 16 FY -0.579 95. 17 FY -0.52 96. 18 FY -0.231 97. *LOAD ON BOWL TYBEE ISLAND -- PAGE NO. 3 98. JOINT LOAD 99. 18 FX 54.635 100. 18 FY -34.355 101. *LOAD ON ANTENNAS AT 135-FT 102. 18 FX 5.845 103. 18 FY -0.574 2 104. *LOAD ON ANTENNAS ON CORRAL MOUNT 105. 18 FX 47.475 106. 18 FY -3.665 107. *TOWER MEMBER WEIGHTS + MISC. 108. SELFWEIGHT Y -0.9 109. PERFORM ANALYSIS # P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 18/ 17/ 1 ORIGINAL/FINAL BAND-WIDTH= 1/ 1/ 12 DOF TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 102 SIZE OF STIFFNESS MATRIX = 2 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/******** MB, EXMEM = 2753.5 MB # **** WARNING : AVAILABLE HARD DISK SPACE MAY NOT BE ENOUGH TO COMPLETE EXECUTION. IF YOUR AVAILABLE HARD DISK SPACE ON THE ANALYSIS DRIVE IS GREATER THAN 3GB THIS MESSAGE MAY BE ERRONEOUS ++ Processing Element Stiffness Matrix. 15:17: 6 ++ Processing Global Stiffness Matrix. 15:17: 6 ++ Processing Triangular Factorization. 15:17: 6 ++ Calculating Joint Displacements. 15:17: 6 ++ Calculating Member Forces. 15:17: 6 110. CHANGE 111. LOAD 2 WIND AND WATER 1.2D + 1.0W 112. *WIND LOAD ON STRUCTURE 113. JOINT LOAD 114. *WIND ON TANK PEDESTAL 115. 1 FX 2.01 116. 2 FX 2.67 117. 3 FX 1.35 118. 4 FX 1.08 119. 5 FX 1.39 120. 6 FX 2.05 121. 7 FX 2.15 122. 8 FX 2.23 123. 9 FX 2.3 124. 10 FX 2.36 125. 11 FX 2.41 TYBEE ISLAND -- PAGE NO. 4 126. 12 FX 2.46 127. 13 FX 2.5 128. 14 FX 2.54 129. 15 FX 2.58 130. 16 FX 2.61 131. 17 FX 2.9 132. 18 FX 1.58 133. *FEED LINE AND LADDER WEIGHT 134. JOINT LOAD 135. 1 FY -0.357 136. 2 FY -0.516 137. 3 FY -0.383 138. 4 FY -0.383 139. 5 FY -0.546 3 140. 6 FY -0.772 141. 7 FY -0.772 142. 8 FY -0.772 143. 9 FY -0.772 144. 10 FY -0.772 145. 11 FY -0.772 146. 12 FY -0.772 147. 13 FY -0.772 148. 14 FY -0.772 149. 15 FY -0.772 150. 16 FY -0.772 151. 17 FY -0.694 152. 18 FY -0.308 153. *LOAD ON BOWL 154. JOINT LOAD 155. 18 FX 54.635 156. 18 FY -45.806 157. *LOAD ON ANTENNAS AT 135-FT 158. 18 FX 5.845 159. 18 FY -0.765 160. *LOAD ON ANTENNAS ON CORRAL MOUNT 161. 18 FX 47.475 162. 18 FY -4.887 163. *TOWER MEMBER WEIGHTS + MISC. 164. SELFWEIGHT Y -1.2 165. *WEIGHT FROM WATER 166. JOINT LOAD 167. 18 FY -1501.6 168. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 15:17: 6 ++ Processing Global Stiffness Matrix. 15:17: 6 ++ Processing Triangular Factorization. 15:17: 6 ++ Calculating Joint Displacements. 15:17: 6 ++ Calculating Member Forces. 15:17: 6 169. CHANGE 170. LOAD 3 NO WIND 1.4D 171. *FEED LINE AND LADDER WEIGHT TYBEE ISLAND -- PAGE NO. 5 172. JOINT LOAD 173. 1 FY -0.416 174. 2 FY -0.603 175. 3 FY -0.447 176. 4 FY -0.447 177. 5 FY -0.637 178. 6 FY -0.901 179. 7 FY -0.901 180. 8 FY -0.901 181. 9 FY -0.901 182. 10 FY -0.901 183. 11 FY -0.901 184. 12 FY -0.901 185. 13 FY -0.901 186. 14 FY -0.901 187. 15 FY -0.901 188. 16 FY -0.901 189. 17 FY -0.809 190. 18 FY -0.359 191. *LOAD ON BOWL 192. JOINT LOAD 193. 18 FY -53.441 194. *LOAD ON ANTENNAS AT 135-FT 195. 18 FY -0.893 4 196. *LOAD ON ANTENNAS ON CORRAL MOUNT 197. 18 FY -5.701 198. *TOWER MEMBER WEIGHTS + MISC. 199. SELFWEIGHT Y -1.4 200. *WEIGHT FROM WATER 201. JOINT LOAD 202. 18 FY -1751.87 203. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 15:17: 6 ++ Processing Global Stiffness Matrix. 15:17: 6 ++ Processing Triangular Factorization. 15:17: 6 ++ Calculating Joint Displacements. 15:17: 6 ++ Calculating Member Forces. 15:17: 6 204. FINISH TYBEE ISLAND -- PAGE NO. 6 *********** END OF THE STAAD.Pro RUN *********** **** DATE= JUL 1,2016 TIME= 15:17: 6 **** ********************************************************* * For questions on STAAD.Pro, please contact : * * By Email - North America : support@ca.reiusa.com * * By Email - International : support@reiusa.com * * Tel. (USA) : 714-974-2500 ; Fax (USA) : 714-974-4771 * ********************************************************* 5 Monopole Bolt Capacity_ASCE INPUT Elevation (ft) 0 Moment (k-ft) 15,077 Download (kips) 129.7 Radius (in)268.0 Db (in^2)2.25 Fy (ksi)36 Fu (ksi)58 Total number of bolts 20 Note: This sheet is to be used when bolts are in a pattern similar to that shown above Formula: Tmax = [Moment*radius/SUM((# of bolts at distance y)*y^2)] - [(Download)/(total # of bolts)] Number of bolts used in calc. 20 Number of y's 5 OUTPUT y angle distance # of bolts #'s to be Sum = 718240.00 number (deg)y, (in)at dist y summed Fy 36.0 y5 90 268 2 143648.00 0.60*Fu 34.8 y4 72.00 254.88 4 259861.67 Tult 61.03 y3 54.00 216.82 4 188037.67 Tall 129.72 y2 36.00 157.53 4 99258.33 Ratio = 0.470 y1 18.00 82.82 4 27434.33 splice or anchor bolts 18 shown here radius y1 y2 y5 y3 y4 7/1/2016 August 8, 2016 152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island TEP Project Number 18995_86099, Revision 1 Page 7 APPENDIX B CORRAL MOUNT ANALYSIS Corral Mount Summary of Analysis Introduction The structure is an 8-post corral mount mounted on the existing water tank at the 154-ft elevation. TEP visited the site in February of 2015 to collect existing steel and appurtenance information. All other information provided to TEP was assumed to be accurate and complete. Analysis Criteria The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for Antenna Supporting Structures and Antennas – Addendum 2 based upon an ultimate 3-second gust wind speed of 141 mph converted to a nominal 3-second gust wind speed of 109 mph with no ice, 30 mph with 0.25 inch ice thickness, and 60 mph under service loads with the following design criteria: 1) Type of Analysis: Rigorous Structural Analysis 2) Classification of Structure: Class II Definition: Structures used for services that due to height, use or location represent a significant hazard to human life and/or damage to property in the event of failure and/or used for services that may be provided by other means. 3) Exposure Category: Exposure D Definition: Flat, unobstructed shorelines exposed to wind flowing over open water for a distance of at least one mile. Shorelines in Exposure D shall include inland waterways, lakes, and coastal areas. 4) Topographic Category: Category 1 Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up consideration shall be required. Analysis Results Table 1 - Water Tank Component Capacity Notes Component % Capacity Pass / Fail - Post Members 36.5 Pass - Top Rail Members 102.0 Pass2 - Mid Rail Members 72.3 Pass - Bottom Rail Members 59.6 Pass - Toe Plate Members 81.1 Pass - Kicker Members 29.8 Pass Structure Rating (max from all components) = 102.0% Notes: 1) A structure rating of 105% or less is within engineering tolerances and considered acceptable. 8SV0943 - Tybee Island TEP #: Analysis:ALWM 8/8/2016 Catwalk Handrail & Corral Mount Analysis_v1.0 - Inputs Check:MAN 8/8/2016 Structure Type: Top of Tank Height:152.00 ft Options Wind Centerline Elevation:155.00 ft Design Wind Velocity:109 mph Ice Wind Velocity:30 mph Base Ice Thickness:0.25 in Structure Class:II Exposure Category:D Topographic Category:1 Crest Height (H):0 ft Topographic Feature: Slope Distance (L):0 ft Distance from Crest (x):0 ft Do you want to round out the structure?No Input Overall Structure Geometry: Total Number of Posts:8 Post to Post Distance:72.00 in Height to Mid Rail:27.50 in Height to Top Rail:39.50 in Height to Top of Post:60.00 in Distance from Railing back to Kicker:29.05 in Number of Plates per Post:4 Height to Kicker at Tank:12.00 in Height to Kicker at Railing:39.50 in Input Members: 2.90 Round 9.11 60.00 0 3.00 Flat 12.00 72.00 90 3.00 Flat 12.00 72.00 90 4.00 Flat 8.50 72.00 0 2.50 Flat 10.00 40.00 0 3.00 Flat 12.00 72.00 2.40 Round 7.54 29.50 2.40 Round 7.54 72.00 2.40 Round 7.54 72.00 2.40 Round 7.54 72.00 2.40 Round 7.54 72.00 2.40 Round 7.54 72.00 Ɛ =0.473 Calculated per 2.6.9.2.2 of TIA-222-G Misc. 4 2SCH40 2SCH40 2SCH40 L3x3x1/4Misc. 1 Misc. 2 Misc. 3 L2.5x2.5x3/16 L3x3x1/4 L3x3x1/4 PL4x1/4 Member Description Toe Plate Kicker Post Top Rail Mid Rail 2.5SCH40 Length (in) 18995_86099 Rotation (Degrees) Corral Mount Continuous Escarpment Misc. 5 2SCH40 Misc. 6 2SCH40 Misc. 7 SCH40 Width (in)Shape Perimeter (in) Partial Pin Plate Connections Use ASCE 7-10 Wind Speeds Use TIA Load Combos Mid-Rail Braces Posts Water Tank Analysis_v1.0 Tower Engineering Professionals, Inc. 326 Tryon Road|Raleigh, NC 27603|Office: (919) 661-6351|Fax: (919) 661-6350|www.tepgroup.net 8SV0943 - Tybee Island TEP #: Analysis:ALWM 8/8/2016 Catwalk Handrail & Corral Mount Analysis_v1.0 -Antenna Inputs Check:MAN 8/8/2016 Input Antenna Properties: Position Ht. (in)Wid. (in)Dep. (in)Wt. (lbs)Azimuth*Qty Shape 7 78.35 14.84 6.65 66.14 345.00 1 Flat 28 78.35 14.84 6.65 66.14 345.00 1 Flat 29 52.00 12.70 2.80 36.37 345.00 1 Flat 21 20.39 18.50 10.80 71.50 345.00 2 Flat 25 18.20 17.80 8.00 60.00 345.00 1 Flat 26 19.70 17.00 7.20 50.70 345.00 1 Flat 10 78.35 14.84 6.65 66.14 200.00 1 Flat 30 78.35 14.84 6.65 66.14 200.00 1 Flat 5 52.00 12.70 2.80 36.37 200.00 1 Flat 13 20.39 18.50 10.80 71.50 200.00 2 Flat 31 18.20 17.80 8.00 60.00 200.00 1 Flat 19 19.70 17.00 7.20 50.70 200.00 1 Flat 6 78.35 14.84 6.65 66.14 280.00 1 Flat 11 78.35 14.84 6.65 66.14 280.00 1 Flat 27 52.00 12.70 2.80 36.37 280.00 1 Flat 20 20.39 18.50 10.80 71.50 280.00 2 Flat 14 18.20 17.80 8.00 60.00 280.00 1 Flat 24 19.70 17.00 7.20 50.70 280.00 1 Flat 21 20.22 18.86 7.00 15.30 345.00 1 Flat 19 20.22 18.86 7.00 15.30 200.00 1 Flat 20 20.22 18.86 7.00 15.30 280.00 1 Flat 8 81.10 15.90 5.00 75.00 325.00 1 Flat 4 81.10 15.90 5.00 75.00 195.00 1 Flat 34 81.10 15.90 5.00 75.00 276.00 1 Flat 36 96.10 14.90 13.40 207.20 325.00 1 Flat 3 96.10 14.90 13.40 207.20 195.00 1 Flat 32 96.10 14.90 13.40 207.20 276.00 1 Flat 22 20.22 18.86 7.00 15.30 325.00 1 Flat 18 20.22 18.86 7.00 15.30 195.00 1 Flat 33 20.22 18.86 7.00 15.30 276.00 1 Flat 22 22.10 19.40 5.20 55.10 325.00 1 Flat 18 22.10 19.40 5.20 55.10 195.00 1 Flat 33 22.10 19.40 5.20 55.10 276.00 1 Flat 37 25.10 12.60 7.80 51.00 325.00 1 Flat 17 25.10 12.60 7.80 51.00 195.00 1 Flat 35 25.10 12.60 7.80 51.00 276.00 1 Flat 23 240.00 2.50 2.50 25.00 0.00 1 Round *All azimuths are global and assume that Post #1 is facing north 20' 4-Element Dipole FRBG RRUS FRBG RRUS FRBG RRUS FHFB RRUS FHFB RRUS FHFB RRUS FASB FASB FASB Raycap COVP Raycap COVP Raycap COVP CMA BDHH/6521 CMA BDHH/6521 CMA BDHH/6521 Raycap COVP Raycap COVP Raycap COVP Ericsson RRUS 12 / RRUS A2 Ericsson RRUS12 Ericsson RRUS 11 Kathrein 80010865 Kathrein 80010865 Kathrein 742236 18995_86099 Antenna Description Kathrein 80010865 Kathrein 80010865 Kathrein 742236 Ericsson RRUS 12 / RRUS A2 Ericsson RRUS12 Ericsson RRUS 11 Kathrein 80010865 Kathrein 80010865 Kathrein 742236 Ericsson RRUS 12 / RRUS A2 Ericsson RRUS12 Ericsson RRUS 11 Water Tank Analysis_v1.0 Tower Engineering Professionals, Inc. 326 Tryon Road|Raleigh, NC 27603|Office: (919) 661-6351|Fax: (919) 661-6350|www.tepgroup.net Tower Engineering Profess... ALWM 18995_86099 Mount Revision 1 Aug 8, 2016 at 10:29 AM Mount Rev G.r3d Y XZ Envelope Only Solution Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : Mount(Global) Model SettingsDisplay Sections for Member CalcsMax Internal Sections for Member CalcsInclude Shear Deformation?Increase Nailing Capacity for Wind?Include Warping?Trans Load Btwn Intersecting Wood Wall?Area Load Mesh (in^2)Merge Tolerance (in)P-Delta Analysis ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (ft/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver5 97 YesYesYesYes144.120.50%YesYes332.2124YXZSparse AcceleratedAccelerated SolverHot Rolled Steel CodeAdjust Stiffness?RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete CodeMasonry CodeAluminum CodeAISC 14th(360-10): LRFDNoAISC 13th(360-05): ASDAISI S100-07: ASDAF&PA NDS-05/08: ASD< 100FACI 318-08ACI 530-05: ASDAA ADM1-05: ASD - BuildingNumber of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column44Exact Integration.65RectangularYesYesNoYesNoREBAR_SET_ASTMA61518RISA-3D Version 14.0.1 Page 1 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : Mount(Global) Model Settings, ContinuedSeismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Occupancy CatASCE 7-05Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOm ZOm XRho ZRho X1111Material TakeoffMaterial Size Pieces Length[ft] Weight[K]1Hot Rolled Steel2A36 Gr.36L2.5x2.5x3827.803A36 Gr.36L3x3x424147.5.74A36 Gr.36PL4x1/4849.2.25A53-B-35PIPE_2.01466.3.26A53-B-35PIPE_2.5840.27Total HR Steel62330.71.4Hot Rolled Steel PropertiesLabel E [ksi] G [ksi] Nu Therm (\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt1A36 Gr.362900011154.3.65.49361.5581.22A572 Gr.502900011154.3.65.49501.1651.13A9922900011154.3.65.49501.1651.14A500 Gr.422900011154.3.65.49421.4581.35A500 Gr.462900011154.3.65.49461.4581.36A53-B-352900011154.3.65.49351.5601.2Hot Rolled Steel Section SetsLabel Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4]1PostPIPE_2.5ColumnPipeA53-B-35Typical1.611.451.452.892Toe PlatePL4x1/4BeamRECTA36 Gr.36Typical1.0051.333.023Mid-RailL3x3x4BeamSingle AngleA36 Gr.36Typical1.441.231.23.0314Top-RailL3x3x4BeamSingle AngleA36 Gr.36Typical1.441.231.23.0315KickerL2.5x2.5x3BeamSingle AngleA36 Gr.36Typical.901.535.535.0116Mount PipePIPE_2.0ColumnPipeA53-B-35Typical1.02.627.6271.25RISA-3D Version 14.0.1 Page 2 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountHot Rolled Steel Section Sets (Continued)Label Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4]7Pipe Ext.PIPE_2.0ColumnPipeA53-B-35Typical1.02.627.6271.25Member Primary DataLabel I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Ru...1POST1933PostColumnPipeA53-B-35Typical2POST21034315PostColumnPipeA53-B-35Typical3POST31135270PostColumnPipeA53-B-35Typical4POST41236225PostColumnPipeA53-B-35Typical5POST51337180PostColumnPipeA53-B-35Typical6POST61438135PostColumnPipeA53-B-35Typical7POST7153990PostColumnPipeA53-B-35Typical8POST8164045PostColumnPipeA53-B-35Typical9TOEPL1910Toe PlateBeamRECTA36 Gr.36Typical10TOEPL21011Toe PlateBeamRECTA36 Gr.36Typical11TOEPL31112Toe PlateBeamRECTA36 Gr.36Typical12TOEPL41213Toe PlateBeamRECTA36 Gr.36Typical13TOEPL51314Toe PlateBeamRECTA36 Gr.36Typical14TOEPL61415Toe PlateBeamRECTA36 Gr.36Typical15TOEPL71516Toe PlateBeamRECTA36 Gr.36Typical16TOEPL8169Toe PlateBeamRECTA36 Gr.36Typical17MRAIL1171890Mid-RailBeamSingle AngleA36 Gr.36Typical18MRAIL2181990Mid-RailBeamSingle AngleA36 Gr.36Typical19MRAIL3192090Mid-RailBeamSingle AngleA36 Gr.36Typical20MRAIL4202190Mid-RailBeamSingle AngleA36 Gr.36Typical21MRAIL5212290Mid-RailBeamSingle AngleA36 Gr.36Typical22MRAIL6222390Mid-RailBeamSingle AngleA36 Gr.36Typical23MRAIL7232490Mid-RailBeamSingle AngleA36 Gr.36Typical24MRAIL8241790Mid-RailBeamSingle AngleA36 Gr.36Typical25TRAIL1252690Top-RailBeamSingle AngleA36 Gr.36Typical26TRAIL2262790Top-RailBeamSingle AngleA36 Gr.36Typical27TRAIL3272890Top-RailBeamSingle AngleA36 Gr.36Typical28TRAIL4282990Top-RailBeamSingle AngleA36 Gr.36Typical29TRAIL5293090Top-RailBeamSingle AngleA36 Gr.36Typical30TRAIL6303190Top-RailBeamSingle AngleA36 Gr.36Typical31TRAIL7313290Top-RailBeamSingle AngleA36 Gr.36Typical32TRAIL8322590Top-RailBeamSingle AngleA36 Gr.36Typical33KICK112590KickerBeamSingle AngleA36 Gr.36Typical34KICK222690KickerBeamSingle AngleA36 Gr.36Typical35KICK332790KickerBeamSingle AngleA36 Gr.36Typical36KICK442890KickerBeamSingle AngleA36 Gr.36Typical37KICK552990KickerBeamSingle AngleA36 Gr.36Typical38KICK663090KickerBeamSingle AngleA36 Gr.36Typical39KICK773190KickerBeamSingle AngleA36 Gr.36Typical40KICK883290KickerBeamSingle AngleA36 Gr.36Typical41BRAIL1414290Mid-RailBeamSingle AngleA36 Gr.36Typical42BRAIL2424390Mid-RailBeamSingle AngleA36 Gr.36Typical43BRAIL3434490Mid-RailBeamSingle AngleA36 Gr.36Typical44BRAIL4444590Mid-RailBeamSingle AngleA36 Gr.36Typical45BRAIL5454690Mid-RailBeamSingle AngleA36 Gr.36Typical46BRAIL6464790Mid-RailBeamSingle AngleA36 Gr.36TypicalRISA-3D Version 14.0.1 Page 3 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Primary Data (Continued)Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Ru...47BRAIL7474890Mid-RailBeamSingle AngleA36 Gr.36Typical48BRAIL8484190Mid-RailBeamSingle AngleA36 Gr.36Typical49MP25557Mount PipeColumnPipeA53-B-35Typical50PE13561Pipe Ext.ColumnPipeA53-B-35Typical51PE23762Pipe Ext.ColumnPipeA53-B-35Typical52PE33863Pipe Ext.ColumnPipeA53-B-35Typical53PE43964Pipe Ext.ColumnPipeA53-B-35Typical54PE54065Pipe Ext.ColumnPipeA53-B-35Typical55MP7N83N75Mount PipeColumnPipeA53-B-35Typical56MP3N79N76Mount PipeColumnPipeA53-B-35Typical57MP4N80N77Mount PipeColumnPipeA53-B-35Typical58MP5N87N84Mount PipeColumnPipeA53-B-35Typical59MP6N88N85Mount PipeColumnPipeA53-B-35Typical60MP10N98AN97AMount PipeColumnPipeA53-B-35Typical61MP9N94AN96AMount PipeColumnPipeA53-B-35Typical62MP8N93AN95AMount PipeColumnPipeA53-B-35TypicalMember Advanced DataLabel I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive Seismic Design ...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-3D Version 14.0.1 Page 4 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Advanced Data (Continued)Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive Seismic Design ...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 Rolled Steel Design ParametersLabel Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torqu... Kyy Kzz Cb Function1POST1Post53.2923.292Lbyy2.12.1Lateral2POST2Post53.2923.292Lbyy2.12.1Lateral3POST3Post53.2923.292Lbyy2.12.1Lateral4POST4Post53.2923.292Lbyy2.12.1Lateral5POST5Post53.2923.292Lbyy2.12.1Lateral6POST6Post53.2923.292Lbyy2.12.1Lateral7POST7Post53.2923.292Lbyy2.12.1Lateral8POST8Post53.2923.292Lbyy2.12.1Lateral9TOEPL1Toe Plate6Lbyy.65.65Lateral10TOEPL2Toe Plate5.999Lbyy.65.65Lateral11TOEPL3Toe Plate7.166Lbyy.65.65Lateral12TOEPL4Toe Plate5.999Lbyy.65.65Lateral13TOEPL5Toe Plate6Lbyy.65.65Lateral14TOEPL6Toe Plate6Lbyy.65.65Lateral15TOEPL7Toe Plate6Lbyy.65.65Lateral16TOEPL8Toe Plate6Lbyy.65.65LateralRISA-3D Version 14.0.1 Page 5 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountHot Rolled Steel Design Parameters (Continued)Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torqu... Kyy Kzz Cb Function17MRAIL1Mid-Rail6Lbyy1.65Lateral18MRAIL2Mid-Rail5.999Lbyy1.65Lateral19MRAIL3Mid-Rail7.166Lbyy1.65Lateral20MRAIL4Mid-Rail5.999Lbyy1.65Lateral21MRAIL5Mid-Rail6Lbyy1.65Lateral22MRAIL6Mid-Rail6Lbyy1.65Lateral23MRAIL7Mid-Rail6Lbyy1.65Lateral24MRAIL8Mid-Rail6Lbyy1.65Lateral25TRAIL1Top-Rail6Lbyy1.65Lateral26TRAIL2Top-Rail5.999Lbyy1.65Lateral27TRAIL3Top-Rail7.166Lbyy1.65Lateral28TRAIL4Top-Rail5.999Lbyy1.65Lateral29TRAIL5Top-Rail6Lbyy1.65Lateral30TRAIL6Top-Rail6Lbyy1.65Lateral31TRAIL7Top-Rail6Lbyy1.65Lateral32TRAIL8Top-Rail6Lbyy1.65Lateral33KICK1Kicker3.333Lbyy.651Lateral34KICK2Kicker3.334Lbyy.651Lateral35KICK3Kicker3.885Lbyy.651Lateral36KICK4Kicker3.883Lbyy.651Lateral37KICK5Kicker3.333Lbyy.651Lateral38KICK6Kicker3.334Lbyy.651Lateral39KICK7Kicker3.333Lbyy.651Lateral40KICK8Kicker3.334Lbyy.651Lateral41BRAIL1Mid-Rail6Lbyy1.65Lateral42BRAIL2Mid-Rail5.999Lbyy1.65Lateral43BRAIL3Mid-Rail7.166Lbyy1.65Lateral44BRAIL4Mid-Rail5.999Lbyy1.65Lateral45BRAIL5Mid-Rail6Lbyy1.65Lateral46BRAIL6Mid-Rail6Lbyy1.65Lateral47BRAIL7Mid-Rail6Lbyy1.65Lateral48BRAIL8Mid-Rail6Lbyy1.65Lateral49MP2Mount Pipe6SegmentSegmentLbyy2.12.1Lateral50PE1Pipe Ext.2.458Lbyy2.12.1Lateral51PE2Pipe Ext.2.458Lbyy2.12.1Lateral52PE3Pipe Ext.2.458Lbyy2.12.1Lateral53PE4Pipe Ext.2.458Lbyy2.12.1Lateral54PE5Pipe Ext.2.458Lbyy2.12.1Lateral55MP7Mount Pipe6SegmentSegment2.12.1Lateral56MP3Mount Pipe6SegmentSegment2.12.1Lateral57MP4Mount Pipe6SegmentSegment2.12.1Lateral58MP5Mount Pipe6SegmentSegment2.12.1Lateral59MP6Mount Pipe6SegmentSegment2.12.1Lateral60MP10Mount Pipe6SegmentSegment2.12.1Lateral61MP9Mount Pipe6SegmentSegment2.12.1Lateral62MP8Mount Pipe6SegmentSegment2.12.1LateralRISA-3D Version 14.0.1 Page 6 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountJoint Boundary ConditionsJoint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad]Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]11ReactionReactionReactionReactionReactionReaction22ReactionReactionReactionReactionReactionReaction33ReactionReactionReactionReactionReactionReaction44ReactionReactionReactionReactionReactionReaction55ReactionReactionReactionReactionReactionReaction66ReactionReactionReactionReactionReactionReaction77ReactionReactionReactionReactionReactionReaction88ReactionReactionReactionReactionReactionReaction99ReactionReactionReactionReactionReactionReaction1010ReactionReactionReactionReactionReactionReaction1111ReactionReactionReactionReactionReactionReaction1212ReactionReactionReactionReactionReactionReaction1313ReactionReactionReactionReactionReactionReaction1414ReactionReactionReactionReactionReactionReaction1515ReactionReactionReactionReactionReactionReaction1616ReactionReactionReactionReactionReactionReactionBasic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P...1Dead LoadDL-1562Wind 1 (0 Deg)WL5613Wind 2 (45 Deg)WL11224Wind 3 (90 Deg)WL5615Wind 4 (135 Deg)WL11226Wind 5 (180 Deg)WL5617Wind 6 (225 Deg)WL11228Wind 7 (270 Deg)WL5619Wind 8 (315 Deg)WL112210Ice WeightDL564811Ice + Wind 1 (0 Deg)WL56112Ice + Wind 2 (45 Deg)WL112213Ice + Wind 3 (90 Deg)WL100114Ice + Wind 4 (135 Deg)WL112215Ice + Wind 5 (180 Deg)WL56116Ice + Wind 6 (225 Deg)WL112217Ice + Wind 7 (270 Deg)WL56118Ice + Wind 8 (315 Deg)WL112219BLC 2 Transient Area...None6220BLC 3 Transient Area...None12421BLC 4 Transient Area...None6222BLC 5 Transient Area...None12423BLC 6 Transient Area...None6224BLC 7 Transient Area...None12425BLC 8 Transient Area...None6226BLC 9 Transient Area...None12427BLC 11 Transient Are...None6228BLC 12 Transient Are...None12429BLC 13 Transient Are...None6230BLC 14 Transient Are...None12431BLC 15 Transient Are...None62RISA-3D Version 14.0.1 Page 7 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountBasic Load Cases (Continued)BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P...32BLC 16 Transient Are...None12433BLC 17 Transient Are...None6234BLC 18 Transient Are...None124Load CombinationsDescription Solve PDelta S... BLC Factor B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...11.0DYesY1121.2D + 1.6W...YesY11.221.630.9D + 1.6W...YesY1.921.641.2D + 1.6W...YesY11.231.650.9D + 1.6W...YesY1.931.661.2D + 1.6W...YesY11.241.670.9D + 1.6W...YesY1.941.681.2D + 1.6W...YesY11.251.690.9D + 1.6W...YesY1.951.6101.2D + 1.6W...YesY11.261.6110.9D + 1.6W...YesY1.961.6121.2D + 1.6W...YesY11.271.6130.9D + 1.6W...YesY1.971.6141.2D + 1.6W...YesY11.281.6150.9D + 1.6W...YesY1.981.6161.2D + 1.6W...YesY11.291.6170.9D + 1.6W...YesY1.991.6181.2D + 1.0 IceYesY11.2101191.2D + 1.0 Ic...YesY11.2101111201.2D + 1.0 Ic...YesY11.2101121211.2D + 1.0 Ic...YesY11.2101131221.2D + 1.0 Ic...YesY11.2101141231.2D + 1.0 Ic...YesY11.2101151241.2D + 1.0 Ic...YesY11.2101161251.2D + 1.0 Ic...YesY11.2101171261.2D + 1.0 Ic...YesY11.2101181271.2D+1.0Di+1...YesY11.2141161Joint Coordinates and TemperaturesLabel X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...1W19.839-2-9.83902W29.839-29.83903W3-9.839-29.83904W4-9.839-2-9.83905W59.8398-9.83906W69.83989.83907W7-9.83989.83908W8-9.8398-9.8390915.4191001023.83113.8310113015.4190124-3.83113.8310135-5.419100RISA-3D Version 14.0.1 Page 8 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountJoint Coordinates and Temperatures (Continued)Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...146-3.8311-3.831015701-5.41901683.8311-3.83101797.83900018105.54305.543019110.3437508.53645802012-6.27604205.79166702113-7.8390002214-5.5430-5.5430231500-7.839024165.5430-5.543025177.8392.2920026185.5432.2925.543027190.343752.2928.53645802820-6.2760422.2925.79166702921-7.8392.292003022-5.5432.292-5.5430312302.292-7.839032245.5432.292-5.543033257.8393.2920034265.5433.2925.543035270.343753.2928.53645803628-6.2760423.2925.79166703729-7.8393.292003830-5.5433.292-5.5430393103.292-7.839040325.5433.292-5.543041337.83950042345.54355.543043350.3437558.53645804436-6.27604255.79166704537-7.8395004638-5.5435-5.5430473905-7.839048405.5435-5.543049417.8391.2920050425.5431.2925.543051430.343751.2928.53645805244-6.2760421.2925.79166705345-7.8391.292005446-5.5431.292-5.5430554701.292-7.839056485.5431.292-5.543057496.6913.292-2.7715058506.6911.292-2.7715059526.691.5-2.771506055-7.0575216.52.89583406156-7.0575211.2922.89583406257-7.057521.52.89583406359-7.0575213.2922.895834064610.343757.458338.53645806562-7.8397.4583300RISA-3D Version 14.0.1 Page 9 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountJoint Coordinates and Temperatures (Continued)Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...6663-5.5437.45833-5.5430676407.45833-7.839068655.5437.45833-5.543069N75-7.4482616.51.447917070N76-4.157256.5-6.117071N77-2.77156.5-6.691072N79-4.15725.5-6.117073N80-2.7715.5-6.691074N83-7.448261.51.447917075N841.385756.5-7.265076N852.77156.5-6.691077N871.38575.5-7.265078N882.7715.5-6.691079N91-7.4482613.2921.447917080N92-4.157253.292-6.117081N93-2.77153.292-6.691082N941.385753.292-7.265083N952.77153.292-6.691084N96-7.4482611.2921.447917085N97-4.157251.292-6.117086N98-2.77151.292-6.691087N991.385751.292-7.265088N1002.77151.292-6.691089N93A-7.073667.5-1.847667090N94A-6.308333.5-3.695333091N95A-7.0736676.5-1.847667092N96A-6.3083336.5-3.695333093N97A-1.385756.5-7.265094N98A-1.38575.5-7.265095N100A-7.0575212.2922.895834096N101-7.4482612.2921.447917097N102-6.3083332.292-3.695333098N103-7.0736672.292-1.847667099N104-4.157252.292-6.1170100N105-2.77152.292-6.6910101N106-1.385752.292-7.2650102N1071.385752.292-7.2650103N1082.77152.292-6.6910104N109-6.3083333.292-3.6953330105N110-7.0736673.292-1.8476670106N111-1.385753.292-7.2650107N112-6.3083331.292-3.6953330108N113-7.0736671.292-1.8476670109N114-1.385751.292-7.2650Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)]No Data to Print ...RISA-3D Version 14.0.1 Page 10 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 1 : Dead Load)Member Label Direction Magnitude[k,k-ft] Location[ft,%]1POST3Y-.104%202POST4Y-.038%203POST5Y-.018%204POST7Y-.033%205POST8Y-.038%206MP2Y-.04407MP3Y-.01108MP2Y-.072%509POST3Y-.026%6010POST4Y-.035%6011POST5Y-.033%6012POST6Y-.008%6013POST7Y-.079%6014POST8Y-.035%6015TRAIL5Y-.013%5016MP4Y-.011%5017MP5Y-.041%5018MP6Y-.036%5019MP5Y-.033020MP6Y-.018021MP7Y-.033022MP7Y-.03%5023MP8Y-.115024MP8Y-.035%5025MP9Y-.048026MP9Y-.026%5027MP10Y-.115028MP10Y-.026%5029POST3Y-.104%10030POST4Y-.038%10031POST5Y-.018%10032POST7Y-.033%10033POST8Y-.038%10034MP2Y-.044%9535MP3Y-.011%9536MP2Y-.072%5037POST3Y-.026%6038POST4Y-.035%6039POST5Y-.033%6040POST6Y-.008%6041POST7Y-.079%6042POST8Y-.035%6043TRAIL5Y-.013%5044MP4Y-.011%5045MP5Y-.041%5046MP6Y-.036%5047MP5Y-.033%9548MP6Y-.018%9549MP7Y-.033%9550MP7Y-.03%5051MP8Y-.115%95RISA-3D Version 14.0.1 Page 11 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 1 : Dead Load) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]52MP8Y-.035%5053MP9Y-.048%9554MP9Y-.026%5055MP10Y-.115%9556MP10Y-.026%50Member Point Loads (BLC 2 : Wind 1 (0 Deg))Member Label Direction Magnitude[k,k-ft] Location[ft,%]1POST3X-.258%202POST4X-.215%203POST5X-.102%204POST7X-.197%205POST8X-.18%206MP2X-.21907MP3X-.02708MP2X-.114%509POST3X-.049%6010POST4X-.122%6011POST5X-.105%6012POST6X-.024%6013POST7X-.174%6014POST8X-.1%6015TRAIL5X-.095%5016MP4X-.027%5017MP5X-.076%5018MP6X-.078%5019MP5X-.197020MP6X-.106021MP7X-.192022MP7X-.048%5023MP8X-.266024MP8X-.043%5025MP9X-.12026MP9X-.032%5027MP10X-.28028MP10X-.044%5029POST3X-.258%10030POST4X-.215%10031POST5X-.102%10032POST7X-.197%10033POST8X-.18%10034MP2X-.219%9535MP3X-.027%9536MP2X-.114%5037POST3X-.049%6038POST4X-.122%6039POST5X-.105%6040POST6X-.024%6041POST7X-.174%6042POST8X-.1%6043TRAIL5X-.095%50RISA-3D Version 14.0.1 Page 12 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 2 : Wind 1 (0 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]44MP4X-.027%5045MP5X-.076%5046MP6X-.078%5047MP5X-.197%9548MP6X-.106%9549MP7X-.192%9550MP7X-.048%5051MP8X-.266%9552MP8X-.043%5053MP9X-.12%9554MP9X-.032%5055MP10X-.28%9556MP10X-.044%50Member Point Loads (BLC 3 : Wind 2 (45 Deg))Member Label Direction Magnitude[k,k-ft] 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1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 4 : Wind 3 (90 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]24MP8Z-.127%5025MP9Z-.249026MP9Z-.05%5027MP10Z-.273028MP10Z-.038%5029POST3Z-.24%10030POST4Z-.1%10031POST5Z-.043%10032POST7Z-.114%10033POST8Z-.135%10034MP2Z-.145%9535MP3Z-.027%9536MP2Z-.076%5037POST3Z-.033%6038POST4Z-.048%6039POST5Z-.053%6040POST6Z-.059%6041POST7Z-.098%6042POST8Z-.07%6043TRAIL5Z-.095%5044MP4Z-.027%5045MP5Z-.052%5046MP6Z-.052%5047MP5Z-.114%9548MP6Z-.039%9549MP7Z-.118%9550MP7Z-.026%5051MP8Z-.287%9552MP8Z-.127%5053MP9Z-.249%9554MP9Z-.05%5055MP10Z-.273%9556MP10Z-.038%50Member Point Loads (BLC 5 : Wind 4 (135 Deg))Member Label Direction Magnitude[k,k-ft] 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G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 6 : Wind 5 (180 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]4POST7X.197%205POST8X.18%206MP2X.21907MP3X.02708MP2X.114%509POST3X.049%6010POST4X.122%6011POST5X.105%6012POST6X.024%6013POST7X.174%6014POST8X.1%6015TRAIL5X.095%5016MP4X.027%5017MP5X.076%5018MP6X.078%5019MP5X.197020MP6X.106021MP7X.192022MP7X.048%5023MP8X.266024MP8X.043%5025MP9X.12026MP9X.032%5027MP10X.28028MP10X.044%5029POST3X.258%10030POST4X.215%10031POST5X.102%10032POST7X.197%10033POST8X.18%10034MP2X.219%9535MP3X.027%9536MP2X.114%5037POST3X.049%6038POST4X.122%6039POST5X.105%6040POST6X.024%6041POST7X.174%6042POST8X.1%6043TRAIL5X.095%5044MP4X.027%5045MP5X.076%5046MP6X.078%5047MP5X.197%9548MP6X.106%9549MP7X.192%9550MP7X.048%5051MP8X.266%9552MP8X.043%5053MP9X.12%9554MP9X.032%5055MP10X.28%95RISA-3D Version 14.0.1 Page 19 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 6 : Wind 5 (180 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]56MP10X.044%50Member Point Loads (BLC 7 : Wind 6 (225 Deg))Member Label Direction Magnitude[k,k-ft] 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Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]100MP4Z.019%50101MP5Z.037%50102MP6Z.037%50103MP5Z.08%95104MP6Z.028%95105MP7Z.084%95106MP7Z.019%50107MP8Z.203%95108MP8Z.09%50109MP9Z.176%95110MP9Z.035%50111MP10Z.193%95112MP10Z.027%50Member Point Loads (BLC 8 : Wind 7 (270 Deg))Member Label Direction Magnitude[k,k-ft] Location[ft,%]1POST3Z.24%202POST4Z.1%203POST5Z.043%204POST7Z.114%205POST8Z.135%206MP2Z.14507MP3Z.02708MP2Z.076%509POST3Z.033%6010POST4Z.048%6011POST5Z.053%6012POST6Z.059%6013POST7Z.098%6014POST8Z.07%6015TRAIL5Z.095%5016MP4Z.027%5017MP5Z.052%5018MP6Z.052%5019MP5Z.114020MP6Z.039021MP7Z.118022MP7Z.026%5023MP8Z.287024MP8Z.127%5025MP9Z.249026MP9Z.05%5027MP10Z.273028MP10Z.038%5029POST3Z.24%10030POST4Z.1%10031POST5Z.043%10032POST7Z.114%10033POST8Z.135%10034MP2Z.145%9535MP3Z.027%95RISA-3D Version 14.0.1 Page 22 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 8 : Wind 7 (270 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]36MP2Z.076%5037POST3Z.033%6038POST4Z.048%6039POST5Z.053%6040POST6Z.059%6041POST7Z.098%6042POST8Z.07%6043TRAIL5Z.095%5044MP4Z.027%5045MP5Z.052%5046MP6Z.052%5047MP5Z.114%9548MP6Z.039%9549MP7Z.118%9550MP7Z.026%5051MP8Z.287%9552MP8Z.127%5053MP9Z.249%9554MP9Z.05%5055MP10Z.273%9556MP10Z.038%50Member Point Loads (BLC 9 : Wind 8 (315 Deg))Member Label Direction Magnitude[k,k-ft] Location[ft,%]1POST3X-.183%202POST4X-.152%203POST5X-.072%204POST7X-.139%205POST8X-.127%206MP2X-.15507MP3X-.01908MP2X-.08%509POST3X-.035%6010POST4X-.087%6011POST5X-.075%6012POST6X-.017%6013POST7X-.123%6014POST8X-.071%6015TRAIL5X-.067%5016MP4X-.019%5017MP5X-.054%5018MP6X-.055%5019MP5X-.139020MP6X-.075021MP7X-.136022MP7X-.034%5023MP8X-.188024MP8X-.03%5025MP9X-.085026MP9X-.023%5027MP10X-.1980RISA-3D Version 14.0.1 Page 23 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 9 : Wind 8 (315 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] 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Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 10 : Ice Weight) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]16MP4Y-.007%5017MP5Y-.019%5018MP6Y-.019%5019MP5Y-.036020MP6Y-.017021MP7Y-.036022MP7Y-.013%5023MP8Y-.065024MP8Y-.027%5025MP9Y-.042026MP9Y-.013%5027MP10Y-.065028MP10Y-.013%5029POST3Y-.058%10030POST4Y-.036%10031POST5Y-.017%10032POST7Y-.036%10033POST8Y-.036%10034MP2Y-.042%9535MP3Y-.007%9536MP2Y-.032%5037POST3Y-.013%6038POST4Y-.027%6039POST5Y-.026%6040POST6Y-.013%6041POST7Y-.046%6042POST8Y-.027%6043TRAIL5Y-.022%5044MP4Y-.007%5045MP5Y-.019%5046MP6Y-.019%5047MP5Y-.036%9548MP6Y-.017%9549MP7Y-.036%9550MP7Y-.013%5051MP8Y-.065%9552MP8Y-.027%5053MP9Y-.042%9554MP9Y-.013%5055MP10Y-.065%9556MP10Y-.013%50Member Point Loads (BLC 11 : Ice + Wind 1 (0 Deg))Member Label Direction Magnitude[k,k-ft] 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AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 12 : Ice + Wind 2 (45 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]1POST3X-.015%202POST4X-.012%203POST5X-.006%204POST7X-.011%205POST8X-.011%206MP2X-.01307MP3X-.00208MP2X-.007%509POST3X-.003%6010POST4X-.007%6011POST5X-.006%6012POST6X-.002%6013POST7X-.01%6014POST8X-.006%6015TRAIL5X-.007%5016MP4X-.002%5017MP5X-.005%5018MP6X-.005%5019MP5X-.011020MP6X-.006021MP7X-.011022MP7X-.003%5023MP8X-.016024MP8X-.003%5025MP9X-.008026MP9X-.002%5027MP10X-.017028MP10X-.003%5029POST3X-.015%10030POST4X-.012%10031POST5X-.006%10032POST7X-.011%10033POST8X-.011%10034MP2X-.013%9535MP3X-.002%9536MP2X-.007%5037POST3X-.003%6038POST4X-.007%6039POST5X-.006%6040POST6X-.002%6041POST7X-.01%6042POST8X-.006%6043TRAIL5X-.007%5044MP4X-.002%5045MP5X-.005%5046MP6X-.005%5047MP5X-.011%9548MP6X-.006%9549MP7X-.011%9550MP7X-.003%5051MP8X-.016%9552MP8X-.003%50RISA-3D Version 14.0.1 Page 28 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 12 : Ice + Wind 2 (45 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] 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By: MANModel Name : MountMember Point Loads (BLC 12 : Ice + Wind 2 (45 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]105MP7Z-.007%95106MP7Z-.002%50107MP8Z-.017%95108MP8Z-.008%50109MP9Z-.015%95110MP9Z-.003%50111MP10Z-.016%95112MP10Z-.002%50Member Point Loads (BLC 13 : Ice + Wind 3 (90 Deg))Member Label Direction Magnitude[k,k-ft] Location[ft,%]1POST3Z-.02%202POST4Z-.009%203POST5Z-.004%204POST7Z-.01%205POST8Z-.011%206MP2Z-.01307MP3Z-.00308MP2Z-.007%509POST3Z-.003%6010POST4Z-.004%6011POST5Z-.005%6012POST6Z-.005%6013POST7Z-.009%6014POST8Z-.006%6015TRAIL5Z-.011%5016MP4Z-.003%5017MP5Z-.005%5018MP6Z-.005%5019MP5Z-.01020MP6Z-.004021MP7Z-.01022MP7Z-.002%5023MP8Z-.024024MP8Z-.011%5025MP9Z-.021026MP9Z-.004%5027MP10Z-.023028MP10Z-.003%5029POST3Z-.02%10030POST4Z-.009%10031POST5Z-.004%10032POST7Z-.01%10033POST8Z-.011%10034MP2Z-.013%9535MP3Z-.003%9536MP2Z-.007%5037POST3Z-.003%6038POST4Z-.004%6039POST5Z-.005%6040POST6Z-.005%60RISA-3D Version 14.0.1 Page 30 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 13 : Ice + Wind 3 (90 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] 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1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 14 : Ice + Wind 4 (135 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] 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G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 15 : Ice + Wind 5 (180 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]29POST3X.021%10030POST4X.018%10031POST5X.009%10032POST7X.016%10033POST8X.015%10034MP2X.019%9535MP3X.003%9536MP2X.01%5037POST3X.004%6038POST4X.01%6039POST5X.009%6040POST6X.002%6041POST7X.015%6042POST8X.009%6043TRAIL5X.011%5044MP4X.003%5045MP5X.007%5046MP6X.007%5047MP5X.016%9548MP6X.009%9549MP7X.016%9550MP7X.004%5051MP8X.022%9552MP8X.004%5053MP9X.011%9554MP9X.003%5055MP10X.024%9556MP10X.004%50Member Point Loads (BLC 16 : Ice + Wind 6 (225 Deg))Member Label Direction Magnitude[k,k-ft] 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[\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 18 : Ice + Wind 8 (315 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]1POST3X-.015%202POST4X-.012%203POST5X-.006%204POST7X-.011%205POST8X-.011%206MP2X-.01307MP3X-.00208MP2X-.007%509POST3X-.003%6010POST4X-.007%6011POST5X-.006%6012POST6X-.002%6013POST7X-.01%6014POST8X-.006%6015TRAIL5X-.007%5016MP4X-.002%5017MP5X-.005%5018MP6X-.005%5019MP5X-.011020MP6X-.006021MP7X-.011022MP7X-.003%5023MP8X-.016024MP8X-.003%5025MP9X-.008026MP9X-.002%5027MP10X-.017028MP10X-.003%5029POST3X-.015%10030POST4X-.012%10031POST5X-.006%10032POST7X-.011%10033POST8X-.011%10034MP2X-.013%9535MP3X-.002%9536MP2X-.007%5037POST3X-.003%6038POST4X-.007%6039POST5X-.006%6040POST6X-.002%6041POST7X-.01%6042POST8X-.006%6043TRAIL5X-.007%5044MP4X-.002%5045MP5X-.005%5046MP6X-.005%5047MP5X-.011%9548MP6X-.006%9549MP7X-.011%9550MP7X-.003%5051MP8X-.016%9552MP8X-.003%50RISA-3D Version 14.0.1 Page 39 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name 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ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Point Loads (BLC 18 : Ice + Wind 8 (315 Deg)) (Continued)Member Label Direction Magnitude[k,k-ft] Location[ft,%]105MP7Z.007%95106MP7Z.002%50107MP8Z.017%95108MP8Z.008%50109MP9Z.015%95110MP9Z.003%50111MP10Z.016%95112MP10Z.002%50Member Area Loads (BLC 2 : Wind 1 (0 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W1W2W6W5XOpen Structure-.064Member Area Loads (BLC 3 : Wind 2 (45 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W1W2W6W5XOpen Structure-.0452W2W3W7W6ZOpen Structure-.045Member Area Loads (BLC 4 : Wind 3 (90 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W2W3W7W6ZOpen Structure-.064Member Area Loads (BLC 5 : Wind 4 (135 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W3W4W8W7XOpen Structure.0452W2W3W7W6ZOpen Structure-.045Member Area Loads (BLC 6 : Wind 5 (180 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W3W4W8W7XOpen Structure.064Member Area Loads (BLC 7 : Wind 6 (225 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W3W4W8W7XOpen Structure.0452W4W1W5W8ZOpen Structure.045Member Area Loads (BLC 8 : Wind 7 (270 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W4W1W5W8ZOpen Structure.064Member Area Loads (BLC 9 : Wind 8 (315 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W1W2W6W5XOpen Structure-.0452W4W1W5W8ZOpen Structure.045Member Area Loads (BLC 11 : Ice + Wind 1 (0 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]RISA-3D Version 14.0.1 Page 41 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountMember Area Loads (BLC 11 : Ice + Wind 1 (0 Deg)) (Continued)Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W1W2W6W5XOpen Structure-.007Member Area Loads (BLC 12 : Ice + Wind 2 (45 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W1W2W6W5XOpen Structure-.0052W2W3W7W6ZOpen Structure-.005Member Area Loads (BLC 13 : Ice + Wind 3 (90 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W2W3W7W6ZOpen Structure-.007Member Area Loads (BLC 14 : Ice + Wind 4 (135 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W3W4W8W7XOpen Structure.0052W2W3W7W6ZOpen Structure-.005Member Area Loads (BLC 15 : Ice + Wind 5 (180 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W3W4W8W7XOpen Structure.007Member Area Loads (BLC 16 : Ice + Wind 6 (225 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W3W4W8W7XOpen Structure.0052W4W1W5W8ZOpen Structure.005Member Area Loads (BLC 17 : Ice + Wind 7 (270 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W4W1W5W8ZOpen Structure.007Member Area Loads (BLC 18 : Ice + Wind 8 (315 Deg))Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf]1W1W2W6W5XOpen Structure-.0052W4W1W5W8ZOpen Structure.005Envelope AISC 14th(360-10): LRFD Steel Code ChecksMember Shape Code Che... Loc[ft] LC She... Loc[ft] Dir LC phi*Pnc [k]phi*P...phi*M...phi*M...... Eqn1TRAIL5L3x3x41.020212.1480y421.01946.6561.6883.654...H2-12MP8PIPE_2.0.8462.8138.2432.751018.64632.131.8721.872...H1-1b3MP10PIPE_2.0.8302.8138.1912.751418.64632.131.8721.872...H1-1b4TRAIL4L3x3x4.8262.99917.1825.999y221.02446.6561.6883.437...H2-15TOEPL3PL4x1/4.8117.1666.0057.166z6.37732.4.1691.192...H1-1b6MP7PIPE_2.0.8022.7510.3802.751030.47532.131.8721.872...H3-67TRAIL6L3x3x4.7554.512.1436y621.01946.6561.6883.565...H2-18MRAIL4L3x3x4.7234.49910.0755.999z1021.02446.6561.6883.565...H2-19MP2PIPE_2.0.7013.1882.0813.188218.64632.131.8721.872...H1-1b10TRAIL7L3x3x4.6931.516.1110y821.01946.6561.6883.423...H2-111MP9PIPE_2.0.6912.81314.2832.751218.64632.131.8721.872...H1-1bRISA-3D Version 14.0.1 Page 42 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d] Company : Tower Engineering ProfessionalsAug 8, 201610:32 AMDesigner : ALWMJob Number : 18995_86099Checked By: MANModel Name : MountEnvelope AISC 14th(360-10): LRFD Steel Code Checks (Continued)Member Shape Code Che... Loc[ft] LC She... Loc[ft] Dir LC phi*Pnc [k]phi*P...phi*M...phi*M...... Eqn12MRAIL5L3x3x4.661212.0550z1221.01946.6561.6883.467...H2-113TOEPL4PL4x1/4.5985.9992.0055.999z2.53732.4.1691.424...H1-1b14BRAIL4L3x3x4.5964.49910.0644.499z1021.02446.6561.6883.467...H2-115MP5PIPE_2.0.5712.81310.2012.751418.64632.131.8721.872...H1-1b16TOEPL1PL4x1/4.560010.0040z2.53732.4.1691.424...H1-1b17TOEPL5PL4x1/4.56002.0040z2.53732.4.1691.424...H1-1b18TOEPL6PL4x1/4.560014.0040z6.53732.4.1691.424...H1-1b19TOEPL7PL4x1/4.56006.0040z6.53732.4.1691.424...H1-1b20TOEPL8PL4x1/4.56002.0040z2.53732.4.1691.424...H1-1b21BRAIL5L3x3x4.530212.0414z1021.01946.6561.6883.6...H2-122MRAIL7L3x3x4.5231.516.0510z1621.01946.6561.6883.448...H2-123TOEPL2PL4x1/4.5055.99914.0045.999z6.53732.4.1691.424...H1-1b24MRAIL6L3x3x4.5031.514.0496z1221.01946.6561.6883.217...H2-125BRAIL6L3x3x4.4271.514.0390z1421.01946.6561.6883.476...H2-126BRAIL7L3x3x4.4201.514.0451.5z1621.01946.6561.6883.474...H2-127MP3PIPE_2.0.398.81314.1931.8131430.47532.131.8721.872...H1-1b28POST5PIPE_2.5.3651.2516.19801634.29950.7153.5963.5961H1-1b29POST7PIPE_2.5.3621.258.19901634.29950.7153.5963.5961H1-1b30MP6PIPE_2.0.3462.81310.0741.813818.64632.131.8721.872...H1-1b31POST6PIPE_2.5.3421.2516.1970834.29950.7153.5963.5961H1-1b32POST4PIPE_2.5.31308.20801634.29950.7153.5963.5961H1-1b33KICK7L2.5x2.5x3.298014.0090y1024.68529.192.8731.818...H2-134KICK5L2.5x2.5x3.291.52110.0100y624.68529.192.8731.818...H2-135KICK6L2.5x2.5x3.280014.0080y624.68329.192.8731.818...H2-136POST8PIPE_2.5.25309.20301634.29950.7153.5963.596...H1-1b37POST3PIPE_2.5.2433.33310.1400634.29950.7153.5963.596...H1-1b38MP4PIPE_2.0.2281.7514.1241.8131430.47532.131.8721.872...H1-1b39KICK8L2.5x2.5x3.208016.0080z824.68329.192.8731.818...H2-140KICK3L2.5x2.5x3.18606.0073.885y1023.38829.192.8731.762...H2-141KICK1L2.5x2.5x3.18302.0063.333y1424.68529.192.8731.818...H2-142KICK4L2.5x2.5x3.1722.4679.0090y223.39329.192.8731.762...H2-143TRAIL3L3x3x4.1647.16611.0087.166y1615.05446.6561.6883.577...H2-144TRAIL8L3x3x4.158010.0090y821.01946.6561.6883.756...H2-145TRAIL1L3x3x4.1482.81211.0066y221.01946.6561.6883.316...H2-146POST1PIPE_2.5.14802.13501634.29950.7153.5963.5961H1-1b47TRAIL2L3x3x4.1284.18713.0095.999y1421.02146.6561.6883.756...H2-148KICK2L2.5x2.5x3.122.2433.0073.334y1624.68329.192.8731.818...H2-149BRAIL3L3x3x4.105017.0110y615.05446.6561.6883.717...H2-150BRAIL8L3x3x4.10369.0096y1621.01946.6561.6883.756...H2-151POST2PIPE_2.5.095013.1301.251634.29950.7153.5963.596...H1-1b52MRAIL3L3x3x4.0863.5836.0087.166y1415.05446.6561.6883.687...H2-153BRAIL1L3x3x4.0682.52.0086y1621.01946.6561.6883.718...H2-154MRAIL1L3x3x4.0662.8752.0066y1021.01946.6561.6883.308...H2-155MRAIL2L3x3x4.0613.1256.0060y1421.02146.6561.6883.628...H2-156BRAIL2L3x3x4.0593.9376.0080y1421.02146.6561.6883.74...H2-157MRAIL8L3x3x4.0582.6252.0060y1021.01946.6561.6883.756...H2-158PE4PIPE_2.0.033010.00501023.34232.131.8721.872...H1-1b59PE1PIPE_2.0.033014.00501423.34232.131.8721.872...H1-1b60PE2PIPE_2.0.033014.00501423.34232.131.8721.8721H1-1b61PE5PIPE_2.0.033010.00501023.34232.131.8721.872...H1-1b62PE3PIPE_2.0.033014.00501423.34232.131.8721.872...H1-1bRISA-3D Version 14.0.1 Page 43 [\...\...\...\...\50831_8SV0943\86099_RSA\Rev 1\Corral\Mount Rev G.r3d]