Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
-71,71 sENAAN t \ ove/NlJ/JUCSDLUTi'oNS, LLC Structural Analysis Report Prepared for: Sprint Sites USA 1825 Lockeway Drive Suite 201 Alpharetta, GA 30004 ATTN: Ms. Deborah MacMaster Structure : 100 ft Self Supported Tower Proposed Carrier : AT&T Site ID : PO03XC041 Site Location : Tigard, OR County : Washington Date : December 4, 2013 Usage : 77.0% Legs, 77.0% Diagonals, 32.0% Horizontals, 99.3% Foundation Semaan Engineering Solutions,LLC 1079 N.205th Street,Elkhorn,NE 68022 Phone 402-289-1888 December 4, 2013 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 100 ft Self Supported Tower located at Tigard, OR,Washington County(site#PO03XC041). The tower was originally designed and manufactured by FWT. Tower information was obtained from the provided NorthWest Tower Engineering analysis dated October 15,2008. Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non-corroded condition. The analysis was performed in conformance with ANSI/TIA-222 Rev G and local building codes for a basic wind speed of 85 mph no ice and 30 mph with 1-1/4" radial ice (3-second gust), Structure Classification II, Exposure C. This is in conformance with the IBC 2009: Section 1609.1.1, Exception(5) and Section 3108. Basic Wind Speed: 85.0 mph Radial Ice: 30.0 mph w/ 1.25" ice Code: ANSI/TIA-222 Rev G Antenna Loads The following antenna loads were used in the tower analysis. ExistinAntennas Elev.(ft) Qty Antennas Mount Coax(in) Carrier 100.0 3 800 10121 100.0 12 TMA 100.0 2 AM-X-CD-16-65-00T-RET (6)7/8& 100.0 1 P65-17-XLH-RR (6) 1-5/8 98.0 15 860-10025 RET (3)sector frames (6-on-6) AT&T 98.0 3 800 10121 (future) 98.0 6 RRUs 98.0 1 Surge Arrestor 82.0 3 RRH-P4 82.0 3 RRH-C2 (3)sector frames (3) 1-1/4 fiber Sprint 82.0 2 P90-16-XLPP-RR 82.0 1 P90-15-XLPP-RR Proposed Antennas Elev.(ft) Qty Antennas Mount _ Coax(in) Carrier 2 AM-X-CD-16-65-00T-RET (6) 1 5/8 1 P65-17-XLH-RR (new-3- 98.0 (3)new added standoffs on-3),(1) AT&T 3 800 10765 5/16 fiber &(1)3/8 DC cable The transmission lines shall be stacked as indicated above. December 4, 2013 Page 2 Results The existing Self Supported Tower is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 77.0%Legs, 77.0% Diagonals, 32.0% Horizontals. Leg Forces Original Design Current Analysis Reactions Reactions Uplift(Kips) N/A 81.43 Axial(Kips) N/A 91.18 Shear(Kips) N/A 8.79 The foundation has been investigated using the supplied documents and soils report and was found to be structurally adequate to support the required loads. The uplift reaction does not exceed the calculated uplift capacity of 82.0 kips (99.3%). Conclusion Based on the analysis results, the existing structure meets the requirements per the ANSI/TIA-222 Rev G standards for a basic wind speed of 85 mph no ice and 30 mph with 1-1/4"radial ice. If you have any questions or require additional information,please call 402-289-1888. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of,but is not necessary limited,to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of Semaan Engineering Solutions, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to Semaan Engineering Solutions and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and are in an un-corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. • All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Semaan Engineering Solutions is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. SEMAAN ENGINEERING SOLUTIONS,LLC Job Information ' 1079 N 205th Street Tower : PO03XC041 Location :Tigard,OR Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Shape :Triangle Base Width : 12.81 ft 02007-2013 by ATCIPLLC. All rights reserved. Client: Sprint Sites USA-GA 2 Top Width : 2.40 ft Loads: 85 mph no ice 30 mph w/1"1/4 radial ice Sections Properties 60 mph Serviceability Section Leg Members Diagonal Members Horizontal Members 1 PX 35 ksi 4"DIA PIPE PST 35 ksi 2"DIA PIPE SPE 36 ksi 3.5X3.5X0.25 2 PX 35 ksi 3-1/2"DIA PIPE PST 35 ksi 2"DIA PIPE SPE 36 ksi 2.5X2.5X0.1875 3 PX 35 ksi 3"DIA PIPE PST35 ksi 1-1/2"DIA PIPE SAE 36 ksi 2X2X0.125 4-5 PST 35 ksi 2-1/2"DIA PIPE PST 35 ksi 1-1/4"DIA PIPE SAE 36 ksi 1.5X1.5X0.125 Discrete Appurtenance Bev (ft) Type Qty Description 100.00100.00 panel 3 800 10121 ' I I I� 100.00 12 TMA r II, 100.00 panel 2 PM-X-CD-16-65-00T-RET III1II IIIA 100.00 Panel 1 P65-17-XLH-RR 100.00 Mounting Frame 3 PCS frames 111. Sect 5 - 98.00 Straight Arm 3 Standoffs 98.00 Pane 15 860-10025 RET 98.00 Pane 2 AM-X-CD-16-65-00T-RET 85.00 98.00 Pane 1 P65-17-XLH-RR 98.00 pane 3 800 10765 MI IMO _ 98.00 Pane 6 RRUs Sect 4 - 98.00 Pane 1 Surge Arrestor ill 82.00 Pane 3 RRH-P4 75.0082.00 Pane 3 RRH-C2 0:1 82.00 Pane 2 P90-16-XLPP-RR 14 82.00 Pane 1 P90-15-XLPP-RR 82.00 Mounting Frame 3 PCS frames Linear Appurtenance Sect 3 Bev(ft) From To Qty Description 50.00 1 111110''44,14 0.000 100.00 6 7/8" Coax 0.000 100.00 3 5/16" Coax 0.000 100.00 6 1 5/8" Coax 0.000 98.000 1 5/16 fiber 0.000 98.000 1 3/8"DC 0.000 98.000 6 1 5/8" Coax 0.000 82.000 3 1-1/4"Hybrid Cable Sect 2 25.00 0 0 00.04111411 Sect 1 Uplift 81.43 k Moment 954.52 ft-k Vert 91.18 k Total Down 15.43 k Mork 8.79 k Total Shear 14.25 k Site Number: PO03XC041 0 2007-2013 by ATCIPLLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC Location: Tigard,OR Y 12/4/2013 10:09:03 AM 1079 N 205th Street Elkhorn, NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class : II X Fax:402-289-1861 Exposure: C Topo: 1 Section Forces LoadCase 1.2D+ 1.6W Normal 85.00 mph Normal to Face with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.611.00 1.00 0.00 5.84 25.87 0.00 746.7 0.0 406.59 607.96 1,014.54 4 80.00 18.98 1.05 6.66 0.00 0.16 2.721.00 1.00 0.00 4.84 20.35 0.00 575.6 0.0 340.45 454.55 795.00 3 62.50 18.02 3.98 20.24 0.00 0.15 2.781.00 1.00 0.00 15.46 53.21 0.00 1,989.3 0.0 1,054.80 1,120.1 2,174.98 2 37.50 16.19 7.15 25.32 0.00 0.14 2.811.00 1.00 0.00 21.50 53.21 0.00 2,653.6 0.0 1,328.03 1,005.9 2,334.00 1 12.50 13.36 13.05 29.16 0.00 0.14 2.801.00 1.00 0.00 29.57 53.21 0.00 3,548.4 0.0 1,505.53 830.57 2,336.11 9,513.5 0.0 8,654.63 LoadCase 1.2D+ 1.6W 60 deg 85.00 mph 60 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.610.80 1.00 0.00 5.78 25.87 0.00 746.7 0.0 402.42 607.96 1,010.37 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.80 1.00 0.00 4.63 20.35 0.00 575.6 0.0 325.62 454.55 780.17 3 62.50 18.02 3.98 20.24 0.00 0.15 2.780.80 1.00 0.00 14.67 53.21 0.00 1,989.3 0.0 1,000.45 1,120.1 2,120.63 2 37.50 16.19 7.15 25.32 0.00 0.14 2.81 0.80 1.00 0.00 20.07 53.21 0.00 2,653.6 0.0 1,239.68 1,005.9 2,245.65 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.80 1.00 0.00 26.97 53.21 0.00 3,548.4 0.0 1,372.68 830.57 2,203.25 9,513.5 0.0 8,360.08 LoadCase 1.2D+ 1.6W 90 deg 85.00 mph 90 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor:1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.610.85 1.00 0.00 5.80 25.87 0.00 746.7 0.0 403.46 607.96 1,011.42 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.85 1.00 0.00 4.69 20.35 0.00 575.6 0.0 329.33 454.55 783.88 3 62.50 18.02 3.98 20.24 0.00 0.15 2.780.85 1.00 0.00 14.87 53.21 0.00 1,989.3 0.0 1,014.03 1,120.1 2,134.22 2 37.50 16.19 7.15 25.32 0.00 0.14 2.810.85 1.00 0.00 20.42 53.21 0.00 2,653.6 0.0 1,261.77 1,005.9 2,267.74 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.85 1.00 0.00 27.62 53.21 0.00 3,548.4 0.0 1,405.89 830.57 2,236.47 9,513.5 0.0 8,433.72 Page 1 • Site Number: PO03XC041 02007-2013byATC IPLLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC Location: Tigard,OR Y 12/4/2013 10:09:03 AM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class : II X Fax:402-289-1861 Exposure: C• Topo: 1 Z/ Section Forces LoadCase 0.9D+ 1.6W Normal 85.00 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.611.00 1.00 0.00 5.84 25.87 0.00 560.0 0.0 406.59 607.96 1,014.54 4 80.00 18.98 1.05 6.66 0.00 0.16 2.721.00 1.00 0.00 4.84 20.35 0.00 431.7 0.0 340.45 454.55 795.00 3 62.50 18.02 3.98 20.24 0.00 0.15 2.781.00 1.00 0.00 15.46 53.21 0.00 1,492.0 0.0 1,054.80 1,120.1 2,174.98 2 37.50 16.19 7.15 25.32 0.00 0.14 2.811.00 1.00 0.00 21.50 53.21 0.00 1,990.2 0.0 1,328.03 1,005.9 2,334.00 1 12.50 13.36 13.05 29.16 0.00 0.14 2.801.00 1.00 0.00 29.57 53.21 0.00 2,661.3 0.0 1,505.53 830.57 2,336.11 7,135.2 0.0 8,654.63 LoadCase 0.9D+ 1.6W 60 deg 85.00 mph 60 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 - Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.610.80 1.00 0.00 5.78 25.87 0.00 560.0 0.0 402.42 607.96 1,010.37 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.80 1.00 0.00 4.63 20.35 0.00 431.7 0.0 325.62 454.55 780.17 3 62.50 18.02 3.98 20.24 0.00 0.15 2.780.80 1.00 0.00 14.67 53.21 0.00 1,492.0 0.0 1,000.45 1,120.1 2,120.63 2 37.50 16.19 7.15 25.32 0.00 0.14 2.810.80 1.00 0.00 20.07 53.21 0.00 1,990.2 0.0 1,239.68 1,005.9 2,245.65 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.80 1.00 0.00 26.97 53.21 0.00 2,661.3 0.0 1,372.68 830.57 2,203.25 7,135.2 0.0 8,360.08 LoadCase 0.9D+ 1.6W 90 deg 85.00 mph 90 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.610.85 1.00 0.00 5.80 25.87 0.00 560.0 0.0 403.46 607.96 1,011.42 . 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.85 1.00 0.00 4.69 20.35 0.00 431.7 0.0 329.33 454.55 783.88 3 62.50 18.02 3.98 20.24 0.00 0.15 2.780.85 1.00 0.00 14.87 53.21 0.00 1,492.0 0.0 1,014.03 1,120.1 2,134.22 2 37.50 16.19 7.15 25.32 0.00 0.14 2.81 0.85 1.00 0.00 20.42 53.21 0.00 1,990.2 0.0 1,261.77 1,005.9 2,267.74 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.85 1.00 0.00 27.62 53.21 0.00 2,661.3 0.0 1,405.89 830.57 2,236.47 7,135.2 0.0 8,433.72 Page 2 Site Number: PO03XC041 02007-2013 by ATCIPLLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC Location: Tigard,OR 12/4/2013 10:09:03 AM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSIITIA-222 Rev G Phone:402-289-1888 Struct Class : II Fax:402-289-1861 X Exposure : C Topo: 1 Z/ Section Forces LoadCase 1.2D+ 1.0Di + 1.0Wi Normal 30.00 mph Normal with 1.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 2.44 0.30 32.88 23.22 0.57 1.83 1.00 1.00 2.77 24.15 45.73 32.80 4,844.5 4,097.8 91.36 95.48 186.83 4 80.00 2.36 1.05 25.74 19.08 0.52 1.88 1.00 1.00 2.73 18.94 34.00 32.32 3,927.9 3,352.3 71.48 85.89 157.37 3 62.50 2.25 3.98 68.91 48.66 0.41 2.041.00 1.00 2.66 48.26 86.52 88.83 10,920.5 8,931.2 187.53 260.14 447.67 2 37.50 2.02 7.15 79.33 54.01 0.36 2.15 1.00 1.00 2.53 56.26 84.86 84.41 12,180.1 9,526.5 207.60 239.62 447.22 1 12.50 1.66 13.05 84.83 55.68 0.32 2.25 1.00 1.00 2.27 64.39 81.57 75.62 13,017.5 9,469.1 204.62 189.85 394.47 44,890.4 35,376.9 1,633.56 LoadCase 1.2D+ 1.0Di + 1.0Wi 60 deq 30.00 mph 60 deg with 1.25 in Radial Ice Gust Response Factor: 0.85 - Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (Ib) (Ib) 5 92.50 2.44 0.30 32.88 23.22 0.57 1.83 0.80 1.00 2.77 24.09 45.73 32.80 4,844.5 4,097.8 91.13 95.48 186.60 4 80.00 2.36 1.05 25.74 19.08 0.52 1.88 0.80 1.00 2.73 18.72 34.00 32.32 3,927.9 3,352.3 70.68 85.89 156.57 3 62.50 2.25 3.98 68.91 48.66 0.41 2.04 0.80 1.00 2.66 47.46 86.52 88.83 10,920.5 8,931.2 184.44 260.14 444.57 2 37.50 2.02 7.15 79.33 54.01 0.36 2.15 0.80 1.00 2.53 54.83 84.86 84.41 12,180.1 9,526.5 202.32 239.62 441.94 1 12.50 1.66 13.05 84.83 55.68 0.32 2.25 0.80 1.00 2.27 61.78 81.57 75.62 13,017.5 9,469.1 196.33 189.85 386.18 44,890.4 35,376.9 1,615.87 LoadCase 1.2D+ 1.0Di + 1.0Wi 90 deq 30.00 mph 90 deg with 1.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 2.44 0.30 32.88 23.22 0.57 1.83 0.85 1.00 2.77 24.10 45.73 32.80 4,844.5 4,097.8 91.19 95.48 186.66 4 80.00 2.36 1.05 25.74 19.08 0.52 1.88 0.85 1.00 2.73 18.78 34.00 32.32 3,927.9 3,352.3 70.88 85.89 156.77 3 62.50 2.25 3.98 68.91 48.66 0.41 2.04 0.85 1.00 2.66 47.66 86.52 88.83 10,920.5 8,931.2 185.21 260.14 445.35 2 37.50 2.02 7.15 79.33 54.01 0.36 2.15 0.85 1.00 2.53 55.19 84.86 84.41 12,180.1 9,526.5 203.64 239.62 443.26 1 12.50 1.66 13.05 84.83 55.68 0.32 2.25 0.85 1.00 2.27 62.43 81.57 75.62 13,017.5 9,469.1 198.40 189.85 388.25 • 44,890.4 35,376.9 1,620.29 Page 3 • Site Number: PO03XC041 02007-2013 by ATCIPLLC. Ali rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC Location: Tigard,OR Y 12/4/2013 10:09:03 AM 1079 N 205m Street Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class : II X Fax:402-289-1861 Exposure : C / Topo: 1 Z/ Section Forces • LoadCase 1.0D+ 1.0W Service Normal Serviceability -60.00 Wind Normal Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf DF Dr (in) (sqft) (sqft) (sqft) (lb) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 9.75 0.30 9.66 0.00 0.19 2.61 1.00 1.00 0.00 5.84 25.87 0.00 622.2 0.0 126.62 189.33 315.95 4 80.00 9.46 1.05 6.66 0.00 0.16 2.72 1.00 1.00 0.00 4.84 20.35 0.00 479.7 0.0 106.02 141.55 247.58 3 62.50 8.98 3.98 20.24 0.00 0.15 2.78 1.00 1.00 0.00 15.46 53.21 0.00 1,657.8 0.0 328.48 348.85 677.33 2 37.50 8.06 7.15 25.32 0.00 0.14 2.81 1.00 1.00 0.00 21.50 53.21 0.00 2,211.3 0.0 413.57 313.28 726.85 1 12.50 6.66 13.05 29.16 0.00 0.14 2.80 1.00 1.00 0.00 29.57 53.21 0.00 2,957.0 0.0 468.85 258.66 727.51 7,928.0 0.0 2,695.21 LoadCase 1.0D+ 1.0W Service 60 deg Serviceability -60.00 Wind 60 deg 3ust Response Factor: 0.85 ' Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 9.75 0.30 9.66 0.00 0.19 2.61 0.80 1.00 0.00 5.78 25.87 0.00 622.2 0.0 125.32 189.33 314.65 4 80.00 9.46 1.05 6.66 0.00 0.16 2.72 0.80 1.00 0.00 4.63 20.35 0.00 479.7 0.0 101.40 141.55 242.96 3 62.50 8.98 3.98 20.24 0.00 0.15 2.78 0.80 1.00 0.00 14.67 53.21 0.00 1,657.8 0.0 311.56 348.85 660.40 2 37.50 8.06 7.15 25.32 0.00 0.14 2.81 0.80 1.00 0.00 20.07 53.21 0.00 2,211.3 0.0 386.06 313.28 699.34 1 12.50 6.66 13.05 29.16 0.00 0.14 2.80 0.80 1.00 0.00 26.97 53.21 0.00 2,957.0 0.0 427.48 258.66 686.13 7,928.0 0.0 2,603.49 LoadCase 1.0D+ 1.0W Service 90 deg Serviceability -60.00 Wind 90 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 9.75 0.30 9.66 0.00 0.19 2.61 0.85 1.00 0.00 5.80 25.87 0.00 622.2 0.0 125.64 189.33 314.97 4 80.00 9.46 1.05 6.66 0.00 0.16 2.72 0.85 1.00 0.00 4.69 20.35 0.00 479.7 0.0 102.56 141.55 244.11 3 62.50 8.98 3.98 20.24 0.00 0.15 2.78 0.85 1.00 0.00 14.87 53.21 0.00 1,657.8 0.0 315.79 348.85 664.64 2 37.50 8.06 7.15 25.32 0.00 0.14 2.81 0.85 1.00 0.00 20.42 53.21 0.00 2,211.3 0.0 392.94 313.28 706.22 1 12.50 6.66 13.05 29.16 0.00 0.14 2.80 0.85 1.00 0.00 27.62 53.21 0.00 2,957.0 0.0 437.82 258.66 696.48 7,928.0 0.0 2,626.42 Page 4 • Site Number: PO03XC041 ©2007-2013 by ATC IP LLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC Location: Tigard,OR y 12/4/2013 10:09:03 AM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSIITIA-222 Rev G Phone:402-289-1888 Struct Class: II X Fax:402-289-1861 Exposure: C / Topo: 1 Z/ Tower Loading • Discrete Appurtenance Properties No Ice Ice Attach Vert Elev Weight CaAa Weight CaAa Len Width Depth Orientation Ecc (ft) Description Qty (Ib) (sf) (Ib) (sf) (ft) (in) (in) Ka Factor (ft) 100.0 800 10121 3 44.10 5.460 289.44 6.872 4.540 10.30 5.900 0.90 0.79 0.000 100.0 TMA 12 30.00 1.980 140.85 3.753 1.000 17.00 5.700 0.90 0.67 0.000 100.0 AM-X-CD-16-65-00T-RET 2 41.80 8.260 378.05 10.155 6.000 11.80 5.900 0.90 0.75 -2.000 100.0 P65-17-XLH-RR 1 59.00 11.470 501.36 14.148 8.000 12.00 6.000 1.00 0.75 -2.000 100.0 PCS frames 3 500.00 15.000 1331.43 46.040 0.000 0.000 0.000 0.75 0.75 0.000 98.00 Standoffs 3 40.00 2.630 167.49 12.108 0.000 0.000 0.000 1.00 1.00 0.000 98.00 860-10025 RET 15 0.73 0.311 18.34 0.456 0.410 2.559 1.020 1.00 1.00 0.000 98.00 AM-X-CD-16-65-00T-RET 2 48.50 8.260 384.75 10.155 6.000 11.80 5.900 0.90 1.00 0.000 98.00 P65-17-XLH-RR 1 59.00 11.470 501.36 14.148 8.000 12.00 6.000 0.90 1.00 0.000 98.00 800 10765 3 51.80 8.662 404.33 10.696 6.292 11.80 6.000 0.80 0.75 0.000 98.00 RRUs 6 50.00 2.520 202.55 3.243 2.030 10.60 9.050 1.00 1.00 -2.000 98.00 Surge Arrestor 1 11.00 4.830 224.17 5.984 3.900 10.60 5.430 1.00 1.00 -2.000 82.00 RRH-P4 3 62.70 3.190 188.89 5.264 1.980 13.80 8.950 0.80 0.82 0.000 82.00 RRH-C2 3 59.40 3.460 200.95 5.535 1.600 18.54 10.43 0.80 0.78 0.000 82.00 P90-16-XLPP-RR 2 59.00 11.467 327.49 18.100 8.000 12.00 6.000 0.90 1.00 0.000 82.00 P90-15-XLPP-RR 1 58.00 8.400 316.55 12.420 6.000 12.00 6.000 0.90 1.00 0.000 82.00 PCS frames 3 500.00 15.000 1319.44 45.592 0.000 0.000 0.000 0.75 0.75 0.000 Totals 64 4930.49 18610.50 Number of Appurtenances : 17 Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia(in) Zone (in) Factor Override 0.00 100.0 1 5/8" Coax 6 1.98 1.04 50 2 Block 0.00 N 0.75 1.00 0.00 0.00 100.0 5/16" Coax 3 0.44 0.08 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 100.0 7/8" Coax 6 1.11 0.52 50 Lin App Block 0.00 N 0.75 1.00 0.00 0.00 98.00 1 5/8" Coax 6 1.98 1.04 50 Lin App Block 0.00 N 0.75 1.00 0.00 0.00 98.00 3/8" DC 1 0.32 0.38 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 98.00 5/16 fiber 1 0.44 0.08 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 82.00 1-1/4"Hybrid Cable 3 1.25 0.95 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 5 Site Number: PO03XC041 02007-2013byATC IPLLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC Location: Tigard,OR y 12/4/2013 10:09:03 AM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class : II Fax:402-289-1861 Exposure : C _ / Topo: 1 �/ Force/Stress Summary • Section: 1 TYPICAL 25 FT Bot Elev(ft): 0.00 Height(ft): 25.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-4"DIA PIPE -89.32 1.2D+1.6W 6.26 100 100 100 50.8 35.0 121.75 0 0 0.00 0.00 73 Member X HORIZ SAE-3.5X3.5X0.25 -0.21 1.2D+1.6W 60 12.16 100 100 100 210.3 36.0 8.63 0 0 0.00 0.00 2 Member Z DIAG PST-2"DIA PIPE -4.51 1.2D+1.6W 90 13.38 100 100 100 204.1 35.0 5.80 0 0 0.00 0.00 77 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-4"DIA PIPE 80.06 0.9D+1.6W 60 35 60 138.91 0 0 0.00 0.00 57 Member HORIZ SAE-3.5X3.5X0.25 0.18 1.2D+1.6W 36 58 54.76 0 0 0.00 0.00 0 Member DIAG PST-2"DIA PIPE 4.39 0.9D+1.6W 90 35 60 33.71 0 0 0.00 0.00 13 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 67.60 0.9D+1.6W 60 0.00 0 0 Top Compression 75.23 1.2D+1.6W 0.00 0 Bot Tension 81.94 0.9D+1.6W 60 219.60 37 6 1 Gr 50 Bet Com press ion 91.28 1.2D+1.6W 0.00 0 • Section: 2 TYPICAL 25 FT Bot Elev(ft): 25.00 Height(ft): 25.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-3-1/2"DIA PIPE -73.00 1.2D+1.6W 6.26 100 100 100 57.4 35.0 97.96 0 0 0.00 0.00 74 Member X HORIZ SAE-2.5X2.5X0.1875 -0.27 1.2D+1.6W 90 9.557 100 100 100 231.7 36.0 3.80 0 0 0.00 0.00 7 Member Z DIAG PST-2"DIA PIPE -4.02 1.2D+1.6W 11.69 100 100 100 178.3 35.0 7.60 0 0 0.00 0.00 52 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-3-1/2"DIA PIPE 65.00 1.2D+1.6W 60 35 60 115.92 0 0 0.00 0.00 56 Member HORIZ SAE-2.5X2.5X0.1875 0.22 1.2D+1.6W 36 58 29.22 0 0 0.00 0.00 0 Member DIAG PST-2"DIA PIPE 4.38 1.2D+1.6W 90 35 60 33.71 0 0 0.00 0.00 13 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 50.98 0.9D+1.6W 60 0.00 0 0 Top Compression 56.59 1.2D+1.6W 0.00 0 Bot Tension 67.60 0.9D+1.6W 60 82.80 82 4 5/8 A325 Bot Com press ion 75.23 1.2D+1.6W 0.00 0 Page 6 Site Number: PO03XC041 ©2007-2013 byATCIPLLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC 1079 N 205th Street Location: Tigard,OR y 12/4/2013 10:09:03 AM Elkhorn, NE 68022 Code: ANSI/I-IA-222 Rev G Phone:402-289-1888 Struct Class : II X Fax:402-289-1861 Exposure: C / Topo: 1 Z/ Force/Stress Summary Section: 3 TYPICAL 25 FT Bot Elev(ft): 50.00 Height(ft): 25.000 phi Shear Bear Force Len Bracing°A, F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-3"DIA PIPE -53.94 1.2D+1.6W 6.26 100 100 100 65.9 35.0 76.17 0 0 0.00 0.00 70 Member X HORIZ SAE-2X2X0.125 -0.24 1.2D+1.6W 90 6.953 100 100 100 209.6 36.0 2.47 0 0 0.00 0.00 9 Member Z DIAG PST-1-1/2"DIA PIP -4.52 1.2D+1.6W 90 9.112 100 100 100 175.5 35.0 5.86 0 0 0.00 0.00 77 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-3"DIA PIPE 48.82 0.9D+1.6W 60 35 60 95.13 0 0 0.00 0.00 51 Member HORIZ SAE-2X2X0.125 0.17 1.2D+1.6W 36 58 15.55 0 0 0.00 0.00 1 Member DIAG PST-1-1/2"DIA PIP 4.67 1.2D+1.6W 90 35 60 25.17 0 0 0.00 0.00 18 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 28.84 0.9D+1.6W 60 0.00 0 0 Top Compression 32.70 1.2D+1.6W 0.00 0 Bet Tension 50.98 0.9D+1.6W 60 82.80 62 4 5/8 A325 Bet Com pression 56.59 1.2D+1.6W 0.00 0 . Section: 4 TYPICAL 25 FT Bot Elev(ft): 75.00 Height(ft): 10.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -29.55 1.2D+1.6W 5.01 100 100 100 63.5 35.0 43.67 0 0 0.00 0.00 67 Member X HORIZ SAE-1.5X1.5X0.125 -0.79 1.2D+1.6W 4.479 100 100 100 181.6 36.0 2.47 0 0 0.00 0.00 32 Member Z DIAG PST-1-1/4"DIA PIP -4.28 1.2D+1.6W 6.891 100 100 100 153.1 35.0 6.45 0 0 0.00 0.00 66 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-2-1/2"DIA PIP 26.09 0.9D+1.6W 60 35 60 53.68 0 0 0.00 0.00 48 Member HORIZ SAE-1.5X1.5X0.125 0.68 1.2D+1.6W 60 36 58 11.66 0 0 0.00 0.00 5 Member DIAG PST-1-1/4"DIA PIP 4.72 1.2D+1.6W 90 35 60 21.07 0 0 0.00 0.00 22 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 19.18 0.9D+1.6W 60 0.00 0 0 Top Compression 20.92 1.2D+1.6W 0.00 0 Bot Tension 28.84 0.9D+1.6W 60 62.10 46 3 5/8 A325 Bot Compression 32.70 1.2D+1.6W 0.00 0 • • Page 7 • Site Number: PO03XC041 02007-2013 byATCIPLLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC Location: Tigard,OR Y 12/4/2013 10:09:03 AM 1079 N 205th Street Elkhorn, NE 68022 Code: ANSI/I-IA-222 Rev G Phone:402-289-1888 Struct Class : II X Fax:402-289-1861 Exposure: C Topo: 1 Z/ Force/Stress Summary Section: 5 TYPICAL 25 FT Bot Elev(ft): 85.00 Height(ft): 15.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Com pression Mem ber (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -18.12 1.2D+1.6W 5.01 200 200 200 126.9 35.0 23.53 0 0 0.00 0.00 77 Member X HORIZ SAE-1.5X1.5X0.125 -1.58 1.2D+1.6W 90 2.396 100 100 100 97.1 36.0 7.10 0 0 0.00 0.00 22 Member Z DIAG PST-1-1/4"DIA PIP -4.88 1.2D+1.6W 60 5.664 100 100 100 125.9 35.0 9.37 0 0 0.00 0.00 52 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-2-1/2"DIA PIP 16.85 0.9D+1.6W 60 35 60 53.68 0 0 0.00 0.00 31 Member HORIZ SAE-1.5X1.5X0.125 1.70 1.2D+1.6W 60 36 58 11.66 0 0 0.00 0.00 14 Member DIAG PST-1-1/4"DIA PIP 5.95 1.2D+1.6W 90 35 60 21.07 0 0 0.00 0.00 28 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Com pression 5.00 1.2D+1.0Di+ 0.00 0 Bot Tension 19.18 0.9D+1.6W 60 62.10 31 3 5/8 A325 Bot Com pression 20.92 1.2D+1.6W 0.00 0 Page 8 Site Number: PO03XC041 02007-2013 by ATC IP LLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC y 1079 N 205th Street Location: Tigard,OR 12/4/2013 10:09:03 AM Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class : II Fax:402-289-1861 X Exposure : C Topo: 1 Support Forces Summary FX FY FZ Load Case Node (kip) (kip) (kip) (-)=Uplift (+)=Down 1.0D+1.0W Service 90 deg 1b -2.21 -18.75 -0.58 1a -1.81 27.34 1.35 1 -0.34 4.27 -0.76 1.0D+1.0W Service 60 deg 1b -2.23 -22.22 -0.72 la -0.99 17.60 0.52 1 -0.53 17.48 -1.97 1.0D+1.0W Service Normal 1b -0.49 -9.09 -0.34 la 1.00 -9.05 -1.22 1 -0.51 30.99 -2.87 1.2D+1.0Di+1.0Wi 90 deg 1 b -0.41 8.77 0.16 la -1.85 34.22 1.24 1 -0.19 21.50 -1.40 1.2D+1.0Di+1.0Wi 60 deg 1b -0.41 6.91 0.09 - la -1.39 28.80 0.77 1 -0.31 28.77 -2.08 • 1.2D+1.0Di+1.0Wi Normal lb 0.57 14.13 0.30 la -0.28 14.15 -0.20 1 -0.29 36.20 -2.57 0.9D+1.6W 90 deg 1b -7.70 -70.26 -2.19 la -5.25 78.04 4.02 1 -1.08 3.79 -1.83 0.9D+1.6W 60 deg lb -7.75 -81.43 -2.65 la -2.63 46.71 1.36 1 -1.70 46.30 -5.69 0.9D+1.6W Normal 1b -2.11 -39.17 -1.42 la 3.76 -39.05 -4.27 1 -1.65 89.80 -8.55 1.2D+1.6W 90 deg 1b -7.63 -69.05 -2.15 la -5.32 79.41 4.06 1 -1.08 5.07 -1.91 1.2D+1.6W 60 deg 1b -7.68 -80.24 -2.61 la -2.70 48.04 1.41 1 -1.70 47.63 -5.77 1.2D+1.6W Normal 1 b -2.04 -37.93 -1.38 la 3.69 -37.81 -4.23 1 -1.65 91.18 -8.64 - Max Uplift: 81.43(kip) Moment: 954.62 (ft-kip) 1.2D+1.6W Normal Max Down: 91.18(kip) Total Down: 15.43 (kip) Max Shear: 8.79(kip) Total Shear: 14.25 (kip) Page 9 Site Number: PO03XC041 02007-2013byATC IPLLC. All rights reserved. SEMAAN ENGINEERING SOLUTIONS,LLC y 1079 N 205th Street Location: Tigard,OR 12/4/2013 10:09:03 AM Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class : II Fax:402-289-1861 X Exposure: C Topo: 1 Z� Page 10 Site Number: PO03XC041 ©2007-2013 by ATC IP LLC. All rights reserved. SEMAAN ENGINEERING SOWTIONS,LLC Location: Tigard,OR y 12/4/2013 10:09:03 AM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861 Exposure: C X Topo: 1 • Deflections and Rotations Elevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) Serviceability-60.00 Wind 60 deg 80.00 0.1109 0.0216 0.1724 100.00 0.1805 0.0551 0.2923 Serviceability-60.00 Wind 90 deg 80.00 0.1113 0.0271 0.1721 100.00 0.1815 0.0702 0.3116 Serviceability-60.00 Wind Normal 80.00 0.1111 0.0412 0.1703 100.00 0.1797 0.0829 0.1454 30.00 mph 60 deg with 1.25 in Radial Ice 80.00 0.0603 0.0049 0.0964 100.00 0.0967 0.0148 0.1305 30.00 mph 90 deg with 1.25 in Radial Ice 80.00 0.0610 0.0068 0.0954 100.00 0.0975 0.0207 0.1515 30.00 mph Normal with 1.25 in Radial Ice 80.00 0.0609 0.0152 0.0964 100.00 0.0973 0.0289 0.1056 85.00 mph 60 deg with No Ice(Reduced DL) 80.00 0.3562 0.0690 0.5526 100.00 0.5804 0.1635 0.9494 85.00 mph 60 deg with No Ice 80.00 0.3568 0.0690 0.5541 - 100.00 0.5813 0.1634 0.9506 85.00 mph 90 deg with No Ice (Reduced DL) 80.00 0.3578 0.1072 0.5540 100.00 0.5836 0.2528 1.0142 85.00 mph 90 deg with No Ice 80.00 0.3584 0.1072 0.5545 100.00 0.5847 0.2528 1.0166 85.00 mph Normal to Face with No Ice (Reduced DL) 80.00 0.3570 0.1518 0.5500 100.00 0.5776 0.2938 0.4625 85.00 mph Normal to Face with No Ice 80.00 0.3576 0.1518 0.5510 100.00 0.5787 0.2939 0.4646 100.00 0.0000 0.0000 0.0000 • Page 11 1