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Home My WebLink AboutSTRUCTURAL MODIFICATION ANALYSIS REPORTSCANNED BY St. Lucie County April 24, 2018 Julie Andrews Dewberry Engineers, Inc. 860 North Magnolia Ave., Suite 1000 Orlando, FL 32a03 321.35479724 Subject: Structural Modification Analysis Report — Revision 1 Carrier Designation. Sprint Reconfiguration Site Number: Site Name: Engineering Firm Designation: Site Data., Dear Julie Andrews, TEP Project Number: N FL CA# 31011 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27W3 (919)661=6351 Structu resateoorou o. net M135XC001 Spain Tower 26009.158575 6189 North US 1, Fort Pierce, St Lucie County, FL 34951 Latitude 27032' 46.7T ; Longitude -80' 22' 06.71 " 480 3 Foot - Guyed Tower Tower Engineering Professionals is :pleased to submit this "Structural Modification Analysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress Level.- Based on our analysis we have determined the tower stress I:evel for the structure and foundation, under the following load case, to be: i LC2: Existing + Proposed + Reserved Loading with Proposed Modifications Sufficient Capacity Note: See Table 1 for the existing, proposed, and reserved loading "Structure Capacity _ j Foundation Capacity 105.00% - 84-.:1% The analysis has been performed in .accordance with the ANS11TIA-222-G-2-2009 Structural Standard for Antenna Sunoortino Structures and Antennas — Addendum 2 and the 2017 Florida Building Code, 6th Edition. All modifications and equipment proposed in this report shall be installed in. accordance with the appurtenances listed in Table 1 and the attached drawings for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity: of providing services to you,and Dewberry Engineers, Inc.: If you have any questions or need any other projects please give us a call. M Milq��i// No. 75317 = t — o STATE OF c40RIDP n �� In FJ Structural analysis prepared by: Stephen E. Bunting, P.E. Respectfully submitted by: Graham M. Andres, P.E. our c n nuing professional rAe4 a sistance on this or 480-R t Guyed Tower Structural ModHication Analysis Report TEP Project Number 26009.158575, Revision 1 TABLE OF CONTENTS April24, 2018 M135XCO01 - Spain Tower Page 2 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Existing, Proposed, and Reserved Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Section_ Capacity (Summary) Table 4 - Tower Component Stresses vs. Capacity Table 5 - Dish Twist/Sway Results for 60 mph Service Wind Speed 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Additional Calculations 7) APPENDIX C. Structural Design Drawings TEP Report - Version 1.0 April24, 2018 480-ft t Guyed Tower Structural Modification Analysis Report M135XCO01 - Spain Tower - - TEP Project Number 26009.158575, Revision 1 - Page 3 1) INTRODUCTION This tower is a 480-ft Guyed tower designed by PiRod. The original design criteria were unavailable for review. The tower has been modified multiple times in the past to accommodate additional loading. All information provided to TEP: was assumed to be accurate and complete. 2) ANALYSIS CRITERIA The analysis has been performed in accordance with the ANSifrIA-222-G-2-2009 Structural Standard for Antenna Supporting Structures and Antennas -- Addendum 2 using an ultimate 3-second gust wind speed of 158 mph converted to a'nominal 3-second gust wind speed of 122 mph with no ice per section 1609.3.1 as required for use in the TIA-222-G •Standard per Fxceptiori #5 of Section 1609:1.1 and 60 mph under service loads. Risk Category II was used in. this analysis with the following design criteria: Type of Analysis: Rigorous Classification of Structure: Class II Exposure Category: Exposure C T000graohic Category: Category 1 Earthquake Category: Not Considered Earthquake effects may be ignored `per this standard for site locations where Ss does not exceed 1.0. (Site Location Ss = 0.057). TEP Report - Version 1.0 480-ft t Guyed Tower Structural Moditication Analysis Report TEP Project Number 26009.158575, Revision, 1 Table 1 -Existing. Proposed, and Reserved Antenna and Cable Information April24, 2018 M135XCO01 - Spain Tower Page 4 Proposed/ Existing/:,1442.0 ,Reserved:. Mount Leyel (ft) 1418.5 Ant CL. (ft)• aty Antenna.Model Mount Type City Coax Coax Size:-1AB .Coax Location Ovuner/ Tenant: Existing 452.0 1 Andrew DB224-E Standoff 1 7/8 Face St. Lucie Existing 1414.5 1 Telewave 2114020182 Standoff 1 7/8 AB Face St. Lucie Existing 1410.2 1415.21 1 1 3"0 x 10' Omni Standoff 1 1 5/8 AB Face PBS Existing 373,0 382.0 1 3",0 x 18' 8-Element Dipole Standoff 1 7/8 AB Face FBI Existing 370:5 380.5, 1 2"0 x 20' 4-Element Dipole Standoff 1 7/8 AB Face FBI Existing 350.0 355.0 2 2"0 x 10' 4-Element Dipole (2) Standoffs 2 7/8 AB Face FBI Existing 317:0 328.0 1 Dielectric R55247 Standoff 1 1 5/8 BC Face WXEL Existing 226,0 226.0 6 CSS X7CQAP-665-V (3) Sector Mounts - - 1 12 1 1/2 1 5/8 BC FaceVenzon C Leg_ 3 CSS AXP19-60-2 3 Ericsson RRUS-32 6 JMA DBC-7CAP 1 Raycap RRFDC-3315-PF-48 Existing 206.5 206.5 3 RFS APXV18-206517S (3).Sector Mounts 12 1 1 5/8 1 1/4 BC Face T-Mobile 6 RF.SAPXI7DW-17DWVS 6 RFS ATMAP1412D-1A20 3 Nokia FRIG 3 Nokia FXFB 1 Raycap RNSNDC-7771-PF-48 Existing 195.0 195.0,1 9 CommScope SBNHH-1,D85B (3) Sector M ounts 12 6 3 1 5/8 7/8"0 3/8"0 A Leg AT&T 6 . Ericsson RRUS-32 3 1 Ericsson RRUS 11 2 1 Raycap DC6-48-60-18-8C 1 Raycap DC6-48-60-18-BF Existing 193.7 - Standoff Mount Unknown Proposed 174.5 174.5 3 . Commscope DT465B-2XR (3) Sector Mounts 1 Fiber AB Face Sprint 3 RFS APXVSPP187C-A20 3 Ericsson RRUS'82 3. Ericsson RRUS 11 3 NSN 2.5 Radar Filter FHHS EziStirig 174.5 174.5: 3 1 Nokia FZHJ-RRH 3 1 1/8"0 AB Face Sprint 3 Ericsson RRUS 11 3 Ericsson A2 Module To Be Removed 174.5 174.5 3 RFS APXV9ERR 18-C - Sprint 9 RFS ACU-A20-N Existing 104.5 104.5 1 6'x3' Parabolic Grid Dish Dish Mount 1 1/2 B Leg PBS TEP Report - Version 1.0 480-ft t Guyed Tower Structural Modilication Analysis Report TEP Project Number 26009.158575, Revision 1 3) ANALYSIS PROCEDURE Table 2 - Documents Provided AprH 24, 2018 M135XCO01 -Spain Tower Page 5 Document Remarks' 'Source ' Foundation Mapping FDH Engineering, dated March. 5, 2005 Dewberry Project No. 09-02196E Ni Geotechnical Report FDH Engineering, dated March 19, 2009 Dewberry Project No. 09-02196E G1 Tower Mapping Report Tower Engineering Professionals; Inc., dated July 23, 2012 TEP TEP No. 124866. Tower Mapping: Report Tower Engineering Professionals, Inc., dated October 20, 2017 TEP TEP No. 26009-116686 Guy Wire Tension Tower Engineering Professionals, Inc., dated July 7, 2017 TEP Report TEP No. 26009 . Construction Drawings Dewberry Engineers, Inc., dated October 11, 2017 Dewberry Job No. 50088671 Previous Structural Tower Engineering Professionals, Inc., dated November 21, 2017 TEP Analysis TEP No. 26000.142419 Correspondence Correspondence from Dewberry Engineers, Inc. in reference to the Dewberry existing, d, and reserved loading. g propose: 3:1) Analysis Method tnxTower (version 7.0.5.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The tower and foundation were built in accordance with the manufacturer's specifications. 2) The tower and foundation have been .maintained in accordance with the manufacturer's specification. 3) The configuration of existing antennas, transmission cables, mounts and other appurtenances are as specified in the tower.mapping report by TEP. 4) Unless specified by the client or tower mapping, the location of the existing and proposed coax is assumed by TEP and listed in Table 1. 5) All tower components are in sufficient condition to carry their full design capacity. 6) Serviceability with respect to. antenna twist, tilt, toll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. See Table 5. 7) 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 carriers responsibility to ensure' compliance to the structural limitations of the existing and/or :proposed aritenna mounts. TEP did not analyze antennas supporting mounts as part of this structural analysis report. 8) The following material grades were assumed, a) Connection bolts: A325N b) Leg grade: A572-50 c) Bracing members: A972-50 & A36 9) The foundation steel reinforcement information was unavailable for review. TEP assumed the structural capacity of the foundations to not control over the foundation soil interaction. 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 tower. TEP Report - Version 1.0 I 480-R +Guyed Tower Structural Modffication Analysis Report TEP Project Number 26009.158575, Revision 1 4) ANALYSIS RESULTS Table 3 - Section Capacity (Summary) April24, 2018 M135XCO01 - Spain Tower Page 6 Section' No. Elevation (@) _.... .. Component Type ....... .-- ` .Sae - ..., Critical' Element - :' ' P (Ib) - eP,m.: (Ib) - . Capacity __..- Pass/- Fail .. .. - L1 480 - 460 Latticed Pole Leg 1 1/2 2 7195 37695 19.1 'Pass L2 460 - 440 Latticed Pole Leg 1 112 85 -39532 79264 49.9 Pass L3 440 - 420 Latticed Pole Leg 2 169 =38771 127265 30.5 Pass L4 429-460 Latticed Pole Leg 21/2 253 -55452 207186 -26.8 Pass Ll 480-460 Latticed Pole Diagonal 1/2 13 --695 3511 19.8 Pass L2- 460-440 Latticed Pole Diagonal - 1/2 101 •1539 3511 43.9 Pass L3 "0.-420 Latticed Pole Diagonal 9/16, 249 -1231 4764 25.8 Pass L4 420-400 Latticed Pole Diagonal 3/4 265 -1957 10252 19.1 Pass Ll 480 - 460 Latticed Pole Top Girt 3/4 5 -39 9873 0.4 Pass 1-2 460 - 440 Latticed Pole Top Girt 3/4 90 -285 9873 2.9 Pass 1-3 440 - 420 Latticed Pole Top Girt 314 174 529 14314 3.7 Pass L4 - 420 - 400 Latticed Pole Top Girt 3/4 258 170 14314 1.2 Pass Ll 480 -460 Latticed Pole Bottom Girt 7/8 8 -348 13292 2.6 Pass L2 460-440 Latticed Pole Bottom Girt 7/8 92 1199 19483 6.2 Pass L3 440 - 420 Latticed Pole Bottom Girt 718 176 268 19483 1.4 Pass L4 420 - 400 Latticed Pole Bottom Girt 7/8 260 850 19483 4.4 Pass Ll I 480 - 460 I Latticed Pole Mid Girt 3/4 11 -16 9873 0.2 Pass L2 460 - 440 Latticed Pole Mid Girt 3/4 95 -165 9873 1.7 Pass L3 440 - 420 Latticed Pole Mid Girt 3/4 179 421 14314 2.9 Pass L4 420 - 400 Latticed Pole Mid Girt. 314 263 483 14314 3.4 Pass T1 400-398.625 1 Leg 21/4' 337 -39761 174423 '23.7 Pass T2 398.625- 397.25 Leg 21/4 343 -48560 168014 28.9 Pass T3 397:25.- i395.875. Leg 21/4 358 -43613 168014 26.0 Pass T4 395.875- 394.25 " Leg 21/4 370 -46849 163872 28.6 Pass T5394.25- 389.583 Leg 21/4 - 379 -45413 -14927130.4- Pass T6 389.583-330 Leg - - 21/4 - 396 -48671- 149276 32.6 40.2 (b) Pass T7 380-360 Leg 2 429 -52904 112404 47.1 Pass T8 360-640 Leg - 2 - - 489 -48931 - - 112404 43.5 .Pass T9 340-320 Leg 2 549 -59973 112404 53.4 Pass T10 320-300 Leg 2 609 -60241 112404 53.6 Pass: T11 300-280 Leg 2 667 -81024 112404 72.1 'Pass T12 280-260 Leg 2114 727 -84004 149274 56.3 Pass T13 260-240 Leg 2 1A 789 -93186 149274 62.4 Pass' T14 240 - 220 - - Leg 21/4 - - 849 -98623 149274 66.1 - Pass T15 220 - 200 Leg - 21/4 - 909 -128510 149274 86.1 Pass T16 200 - 189.667 Leg 2 114 969 -123469 149274 82.7 Pass T17' 189.667- 182.667 Leg 21/4 997 -101958 149274 68.3 Pass T18 1182.667-180 1Leg 21/4 1022 -90476 149274 60.6 Pass 719 1 180-160 Leg 21/4 1033 -104168 149274 69.8 Pass TEP Report - Version 1.0 p W W V m m A W N N N N N N N N N N N O fD m V m N A W N A W N O W m V m N A W N W NO ... N O. N�O N N •N W W W W W m .W W A m .N ... ..A NO. A L+ NO A W W O N A m m W W .W W W W W W m o A m W + N A m G N m 0 0 0� 0 0 0O NlWO, + O O' O O O O O O O m mp' A;N mV tV0'm m V� O OO .Op O O O *•^• m W mV m W IVN AmNAm ++++ mWNN NNNWW WW NIJV�Jm �j 'm'N Ay N Amm O V O O O O O J .m 0 0 0 0 0 0 0 0 0� O V O O O •.v ;: W N m m m (7 O ' 0 oo 0 0 0. o o,o.o o:o: o 0 o:_v, o 0 0 0 0.'0 0 o a o: o •o 0 0 of w w w w ui of ni of ai w .w a+ a+ m w _v, a ti m. ti m- w. w ry ai ti: d a s no m a fa m m m m m .m m m m m D 0 0 0 0 0 0 0 0 0. o 0 0 0. 0 0 �4 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 o 0 o 0 .; 0 a 0 a 0 w 0 .a 0 w 0 w > :w > w 0 w 0 w. 0 .w 0 e+ 0 m �i 0 � 0 w 0 w 0 w 0 w 0 •w a s �i w � .w w !u :.� N N 47 N N N N N N N N N N W W N N N A A W N N N+ 0 0 O m m m pppp J m m N m A A W W W W N N A W W N N+ O w l A W N m. :O m O m m (J N N Ui 6 A W . m W tO N' � N N � W N� A A A W 'N m m m N m W m V W A N M m m -M m m J N W+ m N 4] N OAi ONO O m O tm0 A pN�O N A W A 0 m m+ N w mW m O O N m m m. m m m m m m m m m m m m m ,m m+ + - " m..:m 8 A W O m A A ID N m N W m m m m m m m W m .m N m m W m W N W N W N .W m W N W m W N V N V N V..V M N A m 0 0 0 0 0 O 0 o S J m m W m m m m m m m m m W W m m m m m m m mm m N N V O O Q IV +. N J N N � W IJ pp 'IV + -• ' N' �O V m J W:V m 0 A O N V A m 'N W m .A N W A tit N .N V .J W fJ :-• U1 W O N .A A OD W V IV Ut, ? V (n (J m 0 y.,�, m O m O O.Ql V m O.W A W N w N A V Q'N QW m mi. iV 0 a a a a a a� m .w�• Ti—i TEEM, w N w w w w yco 0 1} E C CD Z Q. Sao 0 � 1 00 Nlb and N a m o � w m to, zt O 480-/t +Guyed Tower Structural Modification Analysis Report TEP. Project Number 26009.158575, Revision 1 April24, 2018 M135XCO01 - Spain Tower Page 8 Section No. ,. Elevation (ft) -._,_ Component Type - .• -.•, size - , ; CriticalYo.,. Element; P(Ib) :'.--bP,ro. (lb) _• Capacity. Pass! .;,Fall T7 380-360 Top Girt 1 431 -289 11863 2.4 Pass T8 360-340 - Top Girt 1 490 - , -228 118n 1.9 Pass T10 320.- 300 Top Girt 1 612 298 25447 1.2 Pass T11 300-280 Top Girt 1 670 ',810 11863 6.8 Pass T13 260 - 240 Top Girt 1 791 -938 11969 7.8 Pass T14 240-220 Top Girt. 1 852 635 25447 2.5 Pass T16 200 = 189.667 1 Top Girt 1 970 1260 25447 5.0 Pass T17 189.667 - .182.66.7 Top Girt 1 1002 1120 25447 4.4 Peas T20 160-140 Top Girt, 1 1098 1940 25447 .7.6 'Pass T22 120 - 100 Top Girt 1 1216 --920 - 12075• 7.6 Pass T23. 100 - 80 Top Girt - -1 1278 720 25447 2.8 Pass T24 80 -.60 Top Girt 1 1336 -969 12075 8.0 Pass T25 60- 40 Top Girt 1 1397 -1170 12075 9.7 Pass T26 40 - 20 Top Girt 1 1456 - 787 25447 3.1 Pass T27 20 - 9-.6.67 Top Girt 1 1518 1398 25447 5.5 Pass T28 9.667 - 4.667 Top girt 1 1548 1904 25447 7.5 Pass T29 4.667 - 0 Top Girt 1" SR w/ 2••xt/4" Welded Plate 1566 31884 41647 76.6 Pass T2 398.625 s 397.25 Bottom Girt.. 3/4 347 885 14314 6.2 Pass T6 389.583 - 380 Bottom Girt 1 400 748 25447 2.9 Pass T7 - 380 - 360 Bottom Girt - 1 435 - 450 25447 1.8 Pass TB 360 - 340 Bottom Girt 1 495 -743 11863 6.3 - Pass T9 340-320 Bottom Girt 1 554 428 25447 1.7 Pass T1 0 320-300 Bottom Girt 1 613 -719 11863 6.1 Pass Ti 1 300 -260 Bottom Girt 1 673 -925 11863 7.8 Pass T72 260-= 260 Bottom Girt 1 733 -901 11969 7.5 Pass T13 260 - 240 Bottom Girt 1 794 994 25447 3.9 Pass T14 - ' 240 -220 - Bottom Girt 1 853 1939 25447 7.6 - Pass T15 220-.200 Bottom Girt 1 913 734 25447 2.9 Pass T18 182.667 - 180 Bottom Girt 1 1024 - .3061 11969 25.6 Pass T19 180 - 1.60 Bottom Girt 1 1041 ,998 11969 8.3 Pass T20 160.-140 Bottom Girl 1 1101 -1544 '12075 12.8 'Pass T21 140 - 120 Bottom Girt 1 1159 -997 12075 8.3 Pass T22 120-100 Bottom Girt 1 1220- 537 25447 2.1 Pass T23 100- 80 Bottom Girt - 1 1281 -921 - 12075 7.6 -- Pass T24 :80-�60 - Bottom Girt 1 1341 -1213 12075 1 10.0 Pass T25 60 - 40 Bottom Girt '. 1' 1400 _ 1129 25447 4.4 Pass T26 40-20 Bottom Girt 1 1460 1130 25447 4.4 Pass T7 380-- 360 Mid Girt 1 436 392 25447 1.5 Pass TB 360 - 340 Mid Girt 1 498 423 25447 1.7 Pass T9 340 - 320 Mid Girt 1 556 -671 25447 2.6 Pass T10 .320 - 300. Mid Girt 1 618 499 25447 2.0 Pass T11 300-280 Mid Girt 1 678 570 25447 2.2 Pass TEP Report - Version 1.0 480-ft ±Guyed Tower Structural ModAication Analysis Report TEP Project Number 26009.158575, Revision 1 April24, 2018 M135XCOOi - Spain Tower Page 9 Section No. -i "`"' Elevation (ft) ..„ , Component Type -, . ; „.,. )Critieal Sae - - .- • Element. P (Ib) :'' „ "" -o-Nw. (Ib) ",", - qo,:.:; Capacity "Pass/. ", Faii T12' - 280 - 260 - Mid Girt 1 738 786 25447 3.1 Pass - T13 260 - 240 - -- Mid ON 1 798 - 827 25447 3.2 Pass T14 240 - 220 Mid Girt 1 858 686 25447 2.7 Pass T15 220 - 200 Mid Girt 1 918 900 25447 3.5 Pass - T19 180 - 160 Mid Girt 1 1044 '1348 25447 5.3 Pass T20 160 - 140 Mid Girt 1 1102 1075 25447 4.2 :Pass T21 140 - 120 Mid Girt 1 1164 1133 25447 4.5 Pass T22I 120 - 100 - Mid Girt - 1 1224 - 1181 25447 4.6 Pass T23 100 - 80 Mid Girt -" 1 1284 1165 - 25447 4.6 Pass T25 ' 60 =140 Mid Girt 1 1404 1302 25447 5:1 Pass T26: 40 - 20 is Mid Girt 1 1464 "1396 25447 5.5 Pass L2 460 - 440 Guy A@440.208 13116 1578 " "'28850 48000 60.1 Pass T3 397,25- 395.675 Guy A@397,25 11/16 1591 20613 30000 68.7 "Pass T9 340 - 320 Guy A@339 11116 1599 22798 34800 65.5 Pass T12 280-260 Guy A@279 314 1602 28674 40800 70.3 Pass T15 229 - 200 Guy A@219 p 11/16 1605 28693 34800 82..4 Pass T19� 180-160 Guy A@179 13/16 1608 37720 48000 78.6 Pass T21 140 - 120 Guy A@139 13116 1611 - 33143 48000 69.0 Pass T24 80.- 60 Guy A@69.6667 13/16. 1614 25412 48000 52.9 Pass L2 460 - 440 Guy-B@440.208 13/16 1577 28642 48000 59.7 Pass T3 397.25 - 395.875 Guy.8@397.25 11/16 1585 - 20402 30000 68.0 Pass T9 3407320 Guy B@339 11/16: 1598 22402_ 34800 64.4 "68.8 .Pass T12 280 - 260 Guy B@279 314 1601 28075 40800 1 Pass T75' 220,-200 Guy B@219 11/16 1604 - - 28181 34800 81.0 Pass T19 180. 160 - Guy B@179 - - 13116 1607 37026 - 48000 77.1 Pass T21 140-120 'Guy B@7$9 13/16� 1610 - 32507 48000 67.7 Pass T24' 80 - 60 Guy B@69.6667 13/16 1613 25001 48000 52.1 Pass L2 460-"440 GuyC@440.208 13116 1573 29208 - 48000 60.9, Pass T3 39725- 395.875 Guy Q@397.25 11/16 1580 20814 30000, 69.4 'Pass T9 340-320 GuyC@339 11/16 1597 22787 34800 65.5 Pass T12 280-260 GuyC@279 3/4 1600 28605 "-40800 70.1 Pass T15 220-200 GuyC@219 11116 1603 28654 34800 �82.3 Pass T19 180-160 GuyC@179 13116 1606 37704 48000 78.5 Pass T21 140-120" GuyC@139- -- 13116' 1609 33149 -" "48000 69.1 ,Pass T24 80-60 Guy C@69.6667 13116 1612 25345 48000 52.8 'Pass l2 460-440 Top Guy Pull- Oft@440.208 6x1/2 1575. 5983 97200 6.2 12.0 (b) Pass T2 398.625- .397.25 Top Guy Pull-Off@39725 3x1/2 355 -2819 3863 73.0 Pass -- T9 340-320 Top GuyPull-Off@339 1 550 7351 25447 28.9 Pass T12. 280-260 Top Guy Pull-Off@279 1 730 10143 25447 39.9 Pass T15 220-200 Top Guy Pull-Off@219� 1 910 11677 25447 45.9 Pass T79 180-160 Top-GuyPull-Off@179 1 1036 17761 25447 69.8 Pass TEP Report,- Version 1.0 480-ft + Guyed Tower Structural Modification Analysis Report TEP Project Number 26009.158575, Revision 1 April24, 2018 M135XCO01 - Spain Tower Page 10 Sadian No. Elevahon(ft) Component Type Size :Critical • Element• P(Ib) :: - eP.m,.(Ib) _ ' %•• Capacity Pass/'. .!Fail T21 140-120 Top GuyPull-Off@139 1 1158 15202 25447 59.7 Pass T24 80-60 - Top Guy. Pull-. Off@69.6667 1 _ 1344 - 10956 25447- 43.1 Pass- 74 395.875 - 394.25 Bottom Guy Pull- Off@397.25 3x1/2 367 -1043 3863 27.0 Pass - T3 397.25- 395.875 Torque Arm Top@397.25 21/4 1581 - 25322 128825 19.7 70.8 (b) Pass T3 �397.25- �395.875 TorqueArm. Bottom@397.25 2114 1589 -25668 89820 I . 28.6 71.7 (b) Pass Summary Latticed Pole Leg (L2) '49.9' Pass Latticed Pole Diagonal(L2) '43.9 Pass .Latticed Pole Top Girt (L3) 3.7 Pass Latticed Pole Bottom Girt (LP) 62 Pass Latticed Pole M_id Gfrt (1-4) 3.4 Pass-- Leg (T20) 89.6 Pass Diagonal(T18) 105.0 Pass' Top Girt (T29) 76.6 Pass Bottom Girt (T18) 25.6 Pass Mid Girt (T26) 5.5 Pass Guy`A (T15) .82.4 Pass Guy B (T75) 81.0 Pass Guy C (T15) 82.3 Pass Top Guy Pull- Off (T2) 73.0 Pass. Bottom Guy Pull -Off (T4) 27.0 Pass Torque Aim Top (T3) 70.8 Pass Torque Arm Bottom (T3) 71.7 Pass Bolt Checks 89.6 Pass RATING: 105.0 Pass'- TEP Report - Version 1.0 April24, 2018 480-ft t Guyed Tower Structural Mod fication Analysis Report M135XC001 - Spain Tower TEP Project Number 26009.158575,- Revision 1 Page 11 Table 4 - Tower Component Stresses vs. Capacity 7IFElevation Notes Component /a Capaclty Pass /Fall' - (n) 2 Base Foundation 64.4 Pass 2 Guy Anchor Foundation 84.1 Pass Notes: 1) A structure rating of 105 % or less is within engineering tolerances and considered acceptable. 2) See additionalidocurnentation in-Appendix,B -Additional Calculations" for calculations supporting the %.capacity listed. - " Structure Rating'(max from all components) _;. il)5.0'/0 -. Table 5 - Dish Twist/Sway Results for 60 mph Seryice Wind Speed Elevaton Beam'Deflection , . Dish Model • Deflectlon(in) Tilt (deg); Twist (deg) 104.5 WxV Parabolic Grid Dish ::1:194 0.031 0.191 4A) Recommendations 1) 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. 2) The modifications depicted in "Appendix C — Structural Design Drawings" shall be installed and, upon completion, inspected. The tower and its foundation have sufficient capacity to carry the existing, proposed, and -reserved loading once the proposed modifications are installed. TEP Report- Version 1.0 480-/t t Guyed Tower Structural Modification Anatysis Report TEP Project Number26009.158575, Revision 1 APPENDIX A TNXTOWER OUTPUT April24, 2018 M135XC001 - Spain Tower Page 12 TEP Report - Version 1.0 k d r c N p L`1 b a y-K C Z,ry a a N N d z c p N z N N a y N z N Ctl a i. y K z' vpi 9 N N Z N a > N n �i 8 rc H. Z i. N i. z d N Z'. 2 C C N z 4 N 2 c - K d 4 4 x's - z U: 2 III! FAI a—zsd.doofl PLAN SYMBOL LIST MARK :'.SIZE .MARK SIZE A , NA. G 2 9 0.675 a 1rW H 2®1.375 ".G r SR wl rx114' Welled PWe I I011am D SR L4 J 2R 2.3335 E 3x12 K 4 ® 2.33325 -- F 130 IM167" L 2®25 \ TOWER DESIGN NOTES 1 Tower is located in Saint Lucie County, Florida. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a:122 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class ll. 6. Topographic Category 1 with Crest Height of 0.000 R ALL REACTIONS ARE FACTORED —� T1631® R=250.000 fl 159nar b Tower Engineering Professionals, Inc 0° M135XCO01- Spain Tower 326 Tryon Road Pf 0=26969.158575 Raleigh, NC 27603 Dewberry Engineers, Inc. c's"n6Y Rebecca H. Lalor, E.I "PP'd Tower Egireedng Pmfeselorul4. Im. 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I ! ---------2 ----- *.� mewwmmmme.r;.,.,... 480-ft t Guyed Tower Structural Modification Analysis Report TEP Project Number 26009.158575, Revision 1 APPENDIX B ADDITIONAL CALCULATIONS April24, 2018 M135XCO01- Spain Tower Page 13 TEP Report - Version 1.0 Project Name: 5pain Tower Engineer: SEB Project Number: TEP No. 20009. 158575 - Rev. I Check: PEG Client Site Number: M135XC001 Date: 04/24/15 Input: Foundation: Soil: Pier Shape: 5cluare t I : 0.50 it - thickness of sod layer (tipad) d: 3.00 ft - length of s,de aP pier Y 1 : 1 1 0.00 pcf - effective unit weight of sod _ L: 3.50 ft - per length 0 1 : 31.00 deg - friction angle of soil layer 1: 1.50 it - per extension above grade t2: 2.00 it - thickness of so0, layer B. 9.00 ft - vndth of pad 72: 1 05.00 pcf - effective unit weight of soil t: 2.5O it - tmckness of pad 02: 30.00 deg - fncbon angle of sod layer Yc: 150.00 pcf - unit weight of concrete t3: ft - thckoess of sod layer Yw: G.2.40 pcf - unit weight of water Y3: pcf - eFfectme unit weight of soil - i deg - fncbon angle of sod layer Code: TIP,-G t4: It - thckness of sod layer Y4: pef - effecbve and weight of sal Loads: 04: deg - Fncbon angle of sod layer P: 3GO.40 kp - maximum axial reaction ts: ft -thickness of soil layer V: 2.G4 kp.- maximum shear reaction Y5: pcf - effecbve unit weight of sod 05: deg - fncbon angle of soil layer AA qy: 0.G - strength reduction factor for bearing 5wlt 12.00 ei - ultimate end bearing capacity —t: 0.75 - strength -reduction factor for lateral F5: 3.00 - factor of safety for bean,, Net? Yes ts: ksf-- ultimate skn friction on saes of pad [L: 0.30 - friction Factor along base of foundation Flat psf - ultimate lateral resistance per Foot Dµ,: 1 9.50 it - depth to water table Bearing Capacity: - Foundation Is Adequate in Bearin G4.4% _ M: 15.83 kp-ft P: 3GO.40 up 4.03 auf gill: 7.20 ksf Lateral Capacity: Ifoundation: 15 Adequate in Lateral 2.8% V: 2.G4 up. Vall: 93.28 up PASS M135XCO01- Spain Tower Results Summary: LCS TEPM 26009.158575, Rev.1 Soil Interaction: 84.1% Analysis: SEB 4/24/2018 Drilled Caisson Tool - Input Foundation Structural: N/A N/A Check: REG 4/24/2018 _ Code Revisions: TIA-222-G ACI318-14 Tower Type: Guyed LC1 LC2 Shaft Information Moment: kip-ft Diameter: 4.00 ft Axial (download): kip Projection: ,0.80 ft Shear: 171.63kip Caisson Length: j 35.00 ft Axial (uplift): A 159:99 kip Axial Safety Factors q,all: 4000.0 psf (Net) Bearing: 2.0 S.F.:j 2.0 1) 1/2 Pier i l 4.001t 12 = 2.00ft ii) 3.0oft-- -- - - - Ill) 2) Neglect axial soil strength to a depth of: 2.00ft 3) Groundwater= 19.50ft O MI35%C001-Spain Tower ®_*^� TEP p: 26009.158575, Rev. 1 Analysis: S6 4/24/2018 -- Soil Interaction: LC1 Check: REG 4/24/2018 Max Unfactored Moment: 2088.0 kip-ft @ 16.67 ft below grade Additional Factor of Safety: 3.16 Capacity=�PAS$ 0 s a 'p Z' 'a Si m a -a 8 _ C C 9 a II 11 II II IY piip o W, N W N N y n F F F F 480-R ± Guyed Tower Structural Modification Analysis Report TEP Project Number 26009.158575, Revision 1 APPENDIX C STRUCTURAL DESIGN DRAWINGS. April24, 2018 M135XC001 - Spain Tower Page 14 TEP Report - Version 1.0 STRUCTURAL DESIGN DRAWINGS SITE NAME: SPAIN TOWER SITE NUMBER: M135XC001 SITEAODRESS: 6180 NORTH US 1 .FORT PIERCE, FL 34951 (ST LUCIE COUNTY) N27032'46.7711, W80022106.71" MODIFICATION PROVISIONS - iXE GO XCsn°xa °Ep 1E° X 1NESE °M IFE bam OX .REVIS[ON NOTES Q- CIC CUCOIUI PPxiCRLFYEM CWLE INDEX OF SHEETS .NO. E.EETT qEV' 11 1111E NEE, cnccXusr.Im.xmEs - �-- x-x RWECI u°Rs I PPMCI:N°IES'IL - Fl£VAMN -0 u°mMnMW sCNEON£ 5-] .NCMZ°Mµ REV RCNEM CEIARA. S-] 4uLpW REwiMtEUOrt CC'.. PROJECT CONTACT: LCC�WmMMWGXORSW M, AooeEss a. xa su. C. Ruxm °wE rt a a .NbRE.szm EuxOe1 I(%') gS�OMUBEPRV.[°u ENGINEERING FIRM PROJECT MANAGER: PRORSS10x4S, iK .NuuER. A IE. 3N ]]8 IlnuxmplxC 1-GN1.1 . PE PN°NE EWJL 0 -1 (919) 961 SIIN[NRESmEP4RWP.NEi DESIGN CRITERIA a-sEc cusT .nxo SPEm (uGxl. Ise uEnXA.ylzz xoXX.0 R. urzmmJSTRucNRE fuss' oJz EX O.IE GTEmIY C ICE TNICXNE4 Qxl Dewberry- N.. 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ED rD RflxI.A. 111\\\P mzTw m_IFTAE mms SxEEi roR DEKRS.. - /j/, w - \ � DOAIEO 'uQIi41FD ELR REv EM6 / z P. oRAMH BY sea aEOIEo Bn- a ro . sxEET nnE: - ?i OPaETE L"`.RR HORIZONAL - REINFORCEMENT DETAILS S l NUY9EP: IWn CAt SECTION ELEVATION o SECTION A -A O 3' c- p S-2 icuE; h' • - uAtE: e' •-a' zcuE w wlxz v ivvw3.lses+a PLAN' vaFPMEO RON E � Q Dewberry SE wPRr PANEL: em xmM ..om...Lc. surz 1. znsn1iG PRO%cr IMFONM.ATEN: R. TOP ORP: - SPAIN TOWER S NOTES: �nEnNG uwncA i. PRioR m rPmxcPnµ Mo iNsrPUPnw. cdM.crw vow nLio LCRm IL- LExcMs .No w.xnnES o SITE if: M135XC001 LE' ra' ANAGE IEAGNS W.LNRNES PPE FOR W OMNG °M°pEES ONLY µD ENAL NOT BE VSFD fM EPBw4nO�1 RIR9 NpiM VB 1 z. 4 CONNECDMS NOT FULLY OOETANLEO ON TRUE µ PLANS SMALL BE OETu1N OY ME StEEt FABRICATOR M FORT PERIX iL .UE. ACCMDPNCE PON INE Ai V[DM VPL SEL Sx6i H-3 FPG GEIBy I T W°S CmN, 7 PLANS PRE➢Mm BY: EREIi. E.. TD.RRx I S NOTES: --- PRwosm a R4iATCD A °Puy mRB°cu°YRA.. an SO ..AL BFLox Ey.S PRONG TO AEEDNMDIATE m-uv i A low BRIBING SO r1S 5 3 RERPLIELBO UONEETRAIONT BE IN .TIIE j .��f SLSL PROPOSED MPE aP. i0EFA0661EF9161E0FR]pRAU LNSIAG zauD N. uEuazR E L ]MigYONgOPD s. ME ARE ROPE dP SLAiL MATCH ra Rm I � PNFIftl NC 9i6P13]6] 9EE. u.NEEE xmEo omovwsE. IIE.OFFlfiE;ry19 ]p61 q Oi °RiiAm. .� SECTION A -A J NO XU T. LPA., NR. OiPGfHAAN NO EAEnXG SR BRP¢. TN,A.: yW �. \ �P LG .. �R r% SECNAL BRAS, IT 3 ROOELO ER. PE, O i YE MMr fOP YIE. RONFONC R SEE SFE i wMT. F<a AII. W ` • Nn e531>x - w pawoseD sR. BiAmxA h co��. n..C.", WNRE) SEE wMT FOR SEE.. 9 Y,LTJn' Sn STAI£OF Z xnwosEO wRE11, , �ORIOP f°°mN°�A Rcw DwmXx.T. AS a�BNN°:mm� /''/�//l�NAL llll\��\`\ ' X EUSTNG mv2R Lyw Z0.BOTTW'OPRT. TR NN A. L SEYEO FM:L. SR wMr - Cpi.nN6 LERx[PL OPPYA RY: ETn dELxED Bn e SE[DW Q 91EET nM DIAGONAL GE r0 BE RdOVED. O REINFORCEMENT DETAILS ZI MLRFA: SECTION ELEVATION DIAGONAL REINFORCEMENT DETAIL n IL.S-3 R�IX7 SCALE'. x .. SCALE'. NT.A J J TFP c3um.lmf>f DIAGONAL BRACING SCHEDULE ELEVPTIOX (FL.j 9ECi. - wnoN rov �PAXEL. FPCEMOBX WCANPLCMCE(L]B) ��' CL8 arv. Bottom .:rov s¢E LExcrx arv.: NO Dewberry Dewberry Engineers Inc. 407.843.5120 600 N. Magnolia Ave, Suite 1006 407.649.8664 fax Orlando, FL32803 www-dewberry.com Mount Analysis Report and Design Calculations For a Wireless Telecommunications Upgrade Cascade Number: M135XC001 Site Name: Spain -Tower Site Address: 6189 North:US 1 Fort Pierce, FL 34946 St. Lucie County Prepared for. Sprint 851 Trafalgar Court, Suite 300 Maitland, FL 32751 September 22, 2017 Prepared by: Dewberry Engineers Inc. 800 N. Magnolia Ave, Suite 1000 Orlando, FL 32803 Dewberry Project Number: 50088671 Prepared by: Nathan Kreuser Nathan Kreuser Reviewed * SCANNED St. Luc13Y County , PE No. 7N97 ; t STATE OF Brenden Alexander, P.E. Florida Professional Engineer License No.: 78697 F1 LIC7 �10 TABLE OF CONTENTS Section 1.0 INTRODUCTION AND PROJECT SUMMARY 2.0 EXISTING & PROPOSED ANTENNAS & EQUIPMENT 3.0 CODES, STANDARDS, AND REFERENCES 4.0 LOADING AND PERFORMANCE CRITERIA 5.0 CALCULATIONS 6.0 CONCLUSIONS, COMMENTARY, AND RECOMMENDATIONS APPENDIX A APPENDIX B APPENDIX C MODIFICATION DESIGN MOUNT ANALYSIS REFERENCE MATERIAL Page Number 1 1 2 2 2 3 Client: Sprint Cascade Number. M135XC001 Project No.:50088671 September 22, 2017 1.0 INTRODUCTION AND PROJECT SUMMARY The objective of this report is to. assess the proposed installation of a new antennas and RRH units on an existing sector mount. This report is limited to the analysis of the sector mount only. The existing structure is a 480 ft tall guyed tower located in Fort Pierce, FL. There are currently existing antennas and support equipment mounted to a steel mount in sectors Alpha, Beta, & Gamma. The existing antenna mount has an approximate antenna centerline elevation of 182 ft. 2.0 PROPOSED ANTENNAS & EQUIPMENT Currently, each _sector has the following equipment: • Sectors Alpha, Beta, & Gamma ➢ One (1),N.V. Antenna measuring 72.0"H x 11.8"W x 7.9"D (69.5 lb) (To be removed and replaced) ➢ One (1) RRUS 11 B26 measuring 19.7"H x 17.0" W x 7.2" D (51-lb) D One (1) RRUS 31 B25,measuring 16.5°1-1 x 11.8" W x 9.3" D (59:5.Ib) D One (1) sector mount ➢ Miscellaneous equipment and cables negligible in weight and profile The following antennas and equipment are proposed for each sector: • Sectors Alpha, Beta, & Gamma ➢ One (1) DT465B-2XR antenna measuring 71.9"H x 13.8"W x 8.2"D (58 lb) ➢ One (1) APXVSPPI8-C-A20 antenna measuring 72.0"H x 11.8W x 7.9"D (69.5 lb) D One (1) RRUS 82 B41 measuring 23.82"H x 15.0" W x 6.96" D (62 lb) One (1) RRUS 11 B26 measuring 1g.7"H x 17.0" W x 7.2" D (51 lb D Miscellaneous equipment and cables negligible in weight and profile For the final configuration, refer to the table below: Table 1: APPURTENANCE LOADING on TOWER .Elev. Status Carrier Appurtenance Description 182' Final. Sprint . (3) - DT465B=2XR 182' Final Sprint (3)—APXVSPPI8-C-A20 182' Final Sprint (6) — RRUS 11 B26 182' Final Sprint (3) — RRUS 31 B25 182' Final Sprint (3) - RRUS 82 B41 182' Final Sprint (3) — 2.5 GHz FILTERS Sprint Wireless 1 Client: Sprint Cascade Number. M135XCOOI Project No.:50088671 September 22, 2017 3.0 CODES, STANDARDS, AND REFERENCES The structure was analyzed and the proposed installation .designed per the provisions of the following Codes and standards: • Florida Building Code (FBC) 2014, International Code Council • TIA-222-G-4, Structural Standard for Antenna Supporting Structures and Antennas • Steel Construction Manual 141h Ed, American Institute of Steel Construction • Radio Frequency Design Sheet (RFDS ID: 49210) by Sprint, dated 02116/2017. 4.0 LOADING AND PERFORMANCE CRITERIA The following Code -specified strength limit state (LRFD) load combinations were considered in the analysis of the antenna mounts (TIA-222-G): 1. 1.2D+1.6W The following Code -specified serviceability load combination was considered in the deflection of the antenna mounts (TIA-222-G): 1. 1.OD + 1.OW�Mm Where: D = dead load of structure, steel, and new equipment. W = design wind load W.mw = service wind load The following site -specific design parameters were considered in this analysis per the provisions of TIA-222-G: • Class:11 • Exposure: C • Design Wind Speed: 124 mph FBC 14 - Sect. 1609.3.1 • Serviceability Wind Speed: 60 mph Sect. 2.8.3 5.0 CALCULATIONS Calculations for this analysis and the design of the installation are included in the Appendices of this report. 2 Client: Sprint Cascade Number. M135XCO01 Project No.:50088671 September 22, 2017 6.0 CONCLUSIONS, COMMENTARY, AND RECOMMENDATIONS The analysis concludes that the existing sector mount; as described in the information provided, does not have sufficient structural capacity to support the proposed installation. The maximum utilization of a single structural member within the existing antenna mount under the proposed loading is 406.1%. Dewberry recommends the following modifications for each sector: • Relocate the existing stiff arm connection point on the upper angle member to the end of the mount. Reattach the stiff arm no farther than 6" from the end of the mount (see attached detail sheet). • Install an additional stiff arm kit (Connect -it PIN : HDSA12-DCP) on the opposite side of the mount to mirror the existing relocated stiff arm. Attach the stiff arm no farther than 6" from the end of the mount and -tie back to the adjacent tower leg behind the mount (see attached detail sheet). structural member is 71.3°°. This analysis is limited to the existing antenna mount only. If actual field conditions vary from what was assumed in this analysis, the results and conclusions expressed herein are invalid and. further evaluation is recommended for any proposed installation to continue. Dewberry Engineers Inc. reserves the right to add to or modify this report if more information becomes available. The conclusions reached by Dewberry Engineers Inc. in this report are only applicable to the previously mentioned existing structural elements supporting the proposed wireless telecommunications installation. The results of this reportage based on the assumption that existing structural elements have been installed per the original design documents, have been well maintained, and are uncompromised. This report does not imply that thorough inspection of the existing structure has been performed. Any deviation of the support condition, loading, location, placement, equipment configuration, etc., will require Dewberry Engineers Inc. to generate an additional structural analysis. Further, no structural qualification is made or implied by this report of any existing structural elements. APPENDIX A 19 Dewberry v m MOORICRTION sa6DULE FMAv PRGP096e BRNCINO YOUNRN� Sprint'i SPAINTOWFN N139l0001 coxsmu ioxmwumxus Dewherry- ce.es,.ecum.m O 0 0 O 0 6189 NORTH US 1 FORT PIERCE, FL 64946 O sTT)MI- s R oETULI I 0 $-1 FMAv PRGP096e BRNCINO YOUNRN� Sprint'i SPAINTOWFN N139l0001 coxsmu ioxmwumxus Dewherry- ce.es,.ecum.m O 0 0 O 0 6189 NORTH US 1 FORT PIERCE, FL 64946 O sTT)MI- s R oETULI I 0 $-1 SprintI SPAIN TOWFIi MI39[COD1 mnrn+u looxmoruwlx�s r• a LA a "10X9 Dewberry. 6NfFARY pTDETpIL CONNECfifPM MDSAI � P ,..F» = O 0 0 O 61E9 NORTH ❑S I FORT PIERCE, FL 34946 STRUCTURAL DETAILS II O S—Z APPENDIX B Dewberry Dewberry Engineers Structural Calculation Summary Sheet Job No.: 50078995/50088671 By: NRK Date: 09/21/17 Job Name: MI35XC001: Spain Tower Chkd: BEA Date: 09/22/17 Location: 6189 North US 1, Fort Pierce, FL 34946 Client: Sprint Wireless Site Inspection/Photos/Other Data provided by: Sprint Siterra Brief Description: 1. Proposed installation of one-(1) DT465B 2XR antenna, one (1) APXVSPPI8-C-A20 antenna, one (1) RRUS-I I B26, and one (1) RRUS-82 B41 per sector on an existing steel mount. 2. Existing structure is a 480ft. tall guyed tower. 3. Information for analysis from mount mapping photos obtained from Sprint Siterra dated 07/09/14, previous mount structural analysis report by Geostiuctural LLC, dated 06/03/14 and antenna mount analysis report by Morrison Hershflield, dated 06/04/12. Basic Criteria: 1. FBC 2014 2. TIA-222-04-2014 3. AISC 14`h Ed. Design/Analysis Summary: 1. Proposed antennas and RRH's to be installed on the existing steel antenna mount. 2. The existing structural elements do not have sufficient capacity to support the proposed installation. Dewberry recommends the following modifications for.each sector: Relocate the existing stiff arm connection point on the upper angle member to the end of the mount. Reattach the stiff arm no farther than 6" from the end of the mount (see attached detail sheet). • Install an additional stiff arm kit (Connect -it P/N: HDSA12-DCP) on the opposite side of the mount to mirror the existing relocated stiff arm. Attach the stiff arm no farther than 6" .from the end of the mount and tie back to the adjacent tower leg behind the mount (see attached detail sheet). 3. Analysis is limited to the existing sector mount only. Analysis assumes all antennas are mounted directly to the existing antenna mounting pipes. RRH's are to be mounted directly behind the proposed antennas in a back to back configuration. 4. The reconfiguration or addition of any new equipment not accounted for in this analysis will require further analysis and design. 5. Design and analysis based on dead load, wind load with ice, design checks for normal bending and shear stresses. 9 Dewberry4 Site # M136XCO01: (Spain Tower) - Design Wind Load Wind Load Design Criteria .General Information &Design Input from TIA-222-G-4 Job Number 50088671 Made. by: NRK .. Date: 09/21/17 Checked by: BEA Date: 09M/17 Item Description _ Reference VW;= Ultimate Design Wind Speed FNCFigure 1609A ✓max = (0.6)"" V g, Design Wind Speed perFBC Sect .1609.3.1 V;= r30.00 Design Ice Wind Speed nA, annex B Kd= Wind Direction Probability Factor Tablet-2 Class StructureClassification Table2-1_ 1 = Importance Factor (Without Ice) Tablet-3. - l;mg,;dk= - -1.00 , - ImportanceFactor(IceThickness)- - - Table 2-3 z = h = A82.00 ft. (A.G.L.) Max. Center ofAppurtenance Exp. Cat. C Exposure Category Sect. 2.6.5.1 z = 900.00. Exposure CategoryCoeff. Table 2-4 a = 9.50 Exposure Category Coeff. Table 2-4 Kz m;0 = 0.85 Exposure Category Coeff. Table 2-4 Ke= 1.00 Exposure Category Coeff. Table 2-0 14= N/A JT6po. Cat. Coeff. Table 2S, "N/A"if Topo. Cat. = 1 Kz= 1.44 =2.01(zl )(`ua) Sect.2.6.5.2 Topo. Cat. 1.00 Topographic Category (1-5) Sect. 26.6.2 e,= 2.72 Natural Logarithmic base. f = N/A Height Attenuation. Factor Table"25, "wA"if Topo. Cat.. =1. H = N/A ft. Height of crest above surrounding terrain Kn = N/A ettPz)M) Sect. 2.6.6.4 Ka= 1.00 G)/ )1z Sect.2.6.6.4 K;z= 1.19 , = z/33 0'o s 1.4 (Height escalation factor Sect. 2.6.6 Gn= 1.00 Gust Effect Factor Sect. 2.6.9 t = 0.00 Design Ice Thickness TEA, Annex s tiz= 0 = 2QIme mmk)K,z Knfb Sect. 2.6.8 qz desi n= 53.7 psf s = 0.00256 Ki K Kd)(V a I Sect. 26ss qz ice= 3.2 psf = 0.00256 K K z Sect. 2.6.9.6 Design Wind Forces: Section 2.6.9.2 Fa= qz destgnd,(EPA)a F., = gz ceGh(EPA), (see calculation table on next page) Design Ice Weight: Section 2.6.8 Fi = H`[TT(W(Do.+ ta))`56 lb/ft (see calculation table on next page) (where (EPA). = effective pmjected area of the appurtenance = C.A j (where D,. = largest out to out dimension of member) € Dewberry' Job eby: M Made by: 50088671NRK RK Date: 09/21/17 Checked by: _ BEA Site # M135XCOOI: (Spain Tower) - Design, Wind Load Date: 09/22/17 0:45007899M50088671 - M135XC001 - Spain TmeMdmlReportslStmcturaBReport D=ments\Load Input Tool -Stand Off Fmme.NO ICE- (50088671).Au Element Definition (mounted back to back) (Manned back to back) (mounted back to back) Desion Wind Load Description IDimensions (in.) Weight Ib ' Length! Supports W D H (P) DT465B-2XR 13.80 8.20 71.90 58 2 (P) APXVSPPIS GA29 11.80 - 7.90 72.00 -- 69.5 2 (P) RRUS 11 B26 7.20 17.00 19.70 51 1. (P) RRUS 82 B41 6.96 15.00 _ 23.82 62 1 (E) RRUS 31 B25 9.30 11.80 16.50 59.5 1 Mount Member (Square) 2.50 2.50 12.00 - 1 Meunl Member (Round) 2.38 2.38 12.00. - 1.. .. (position 3) (position 2) (Position 2 8 3) (position 3) (position 2) Members Dimensions (fL) Area (A.). (nomlao (so Area (A,k (tangenq (so Aspect - Ratio (riormaq Aspect Ratio (tangenq can (nonnaq Table 2-8 Cat (tangent) Table 2-8 Width (Nonnaq Depth (Tangenq Height (orspan). (P)DT4656-2XR 1,15 0:68 5.99 6.89 -4.07 5.21 8.81 1.32 -1.46 (P)APXVSPPla-QA20 0.98 0.66 6.00 5.88 3.96 6.12 9.09 1.36 1.47 (P) RRUS 11 B26 0.60 1.42 1.64 0.98 2.33 - - 2.73 1.15 1.21 1.20 (P) RRUS-62 B41 0.58 1.25 1.99 1.15 2.49 3.43 1.59 1.24 1.20 (E) RRUS 31 B25 0.78 0.98 1.38 1.08 1.35 .1:77 1.41 1.20 1.20 Mount Meniber(Square) 0.21 0.21 1.00 0.21 0.21 '4.76 4.76 1.30 - 1.30 Mount Member (Round) 0.20 0.20 1.00 0.20 0.20 5.00 5.00 0.76 0.76 Members EPA. @ 0.00 (sq, EPA. @ 30.0° (SO EPAn @ 60.0° (SO EPA. @ 90.00 (SO Fa - @ 0.0° (Ib) Fa @ 30.0° (Ib) Fa @ 60.01 (Ib) . F. @ 90.01 t1b) Gravity Load @ Support (lb) (P) D7465B-2XR 9.09 8.31 6.73 5.94 244,2 223.0 180.7 159.5 29:0 (P)APXVSPP1a-C-A20 8.00 7145 6.37 5.82 214.7 200.1 .170.9 155.3 34.8 (P) RRUS 11 B26 1.19 1.59 2.39 2.80 63.7 85.3 128.5 150.1 51.0 (P) RRUS 82 B41 1.43 1.82 2.60 2.99 76.6 97.5 139.5 160.5 62.0.. (E) RRUS 31 B25 1.30 1.38 1.54 1.62 69.6 73.9 82.6 8TO 59.5 Mount Member (Square) 0.27 0.27 0.27 0.27 14.7 14.7 14.7 14.7 - Mount Member (Round) 0.15 8.2 - 5 Dewberry Job Number Made by: 50088671 NRK Date: 09/21/17 Checked by: BEA Site # M135XCOOI: (Spain Tower) - Service Wind Load Date: 09/22/17 Q:\50078995\50D88671 - M135XC001- Spain Tower'Adm\Reports\S(ructuml\Report Documents\Load Input Tool -Stand Off Frame.NO ICE- (50088671) Service Wind Load Desion Criteria General Information & Desion Innut from TIA-222-G.4 Item Value Description Reference Vm� 60.00 Service Wind Load Sect. 2.8.3 Ka= . 0.85 Wind Direction Probability -Factor Sect Za3 Class 11 Structure Classification Table 2-1 1 = 1.00 Importance Factor _ Table 2-3 z = h = 182.00 ft. (A.G.L.) Max. Center of Antenna Exp. Cat: C Exposure Category _ Sect 2.6.5.1 za= .900.00 Exposure Category Coeff. Table 2-4 a = 9.50 Exposure Category Coeff. Table 2-4 K.(m"Inj= 0.85 Exposure CategoryCoeff. Table 2-4 Ke= 1.00 . Exposure Category Coeff. Table-2-4 Kr= :N/A . Topo. Cat. Coeff. Table 2-5, "WA"if Topo. Cat = 1 Kx= 1.44 = 2.01(z/ )itie) Sect. 2.6.52 Topo. Cat. 1.00 Topographic Category (175) Sect. 2.6.6.2 e = 2.72 Natural Logarithmic base f = N/A Height Attenuation Factor Table 2-5, "N/A"if Topo. Cat. = 1 H = N/A ft. Height of crest above surrounding terrain Kh= NIA ei(IzuH) Sect. 2.6.6.4 Ka= 1.00 = 1+((VKJ/Kh))? Sect. 2.6.6.4 " Gh= 1.00 Gust Effect Factor Sect. 2.6.9 Zervhe= 11.3 psf = 0.00256 K K 2 I Sect. 26.9:6 Design Service Wind Forces: Section 2.6.9.2 Fas = Q: ,e,j.Gh(EPA)w (when: (EPA), = effective projected area of the appurtenance = C, A,) (see calculation table on next page) Dewberry" Job Number 50088671NRK Made by: NRK Date: 09/21117 Checked by: . BEA Site # M135XCO01: (Spain Tower) - Service Wind Load Date: 09/22117 0:150078995\50088671-M135XC001-Spain To rWdmlRepOnslStructurarikeport DommentslLoad Input Tool -Stand Off Frame.NO ICE-(56068671).as" Element Definition (mountedback to, back) (vaunted back to bbck)' (mounted back to back) Service Wind Load Description _ Dimensions (in.)' . Weight (Ib) Length #Supports W D H (P) DT465134XR 13.80 8.20 71.90 58 2 (P) APXVSPP7ac'A26 11.80 7.90 72.00 69.5 2 (P) RRUS 11 B26 7.20 17.00 19.70 51 1 (P) RRUS 82 B41 6.96 15.00 23.82 62 1 (E) RRUS 31 B25 9.30 11.80 16.50 59.5 " 1 Mount Member (Square) 3.00 -3.00 12.00 - 1 Mount Member (Round). 2.38 .2.38 12.00 1 . (position 3) (position 2) (position 2 8 3) (position 3) (position 2) Members Dimensions (ft.) Area (A.).. (normaq (SO Area (A.)„ (tangent) (SO Aspect Ratio (normao Aspect Ratio (large. no Can, (nomraq Table 2-8 Can, (tangent) Table 2-6 Width (Normaq Depth (Tangent) Height (orspan). (P) DT4658-2XR 1.15 0.68 5.99 6.89 4.07 5.21. 8.81 1.32 1.46 (P)APXVSPP18-, A20 0.98 0.66 6.00 5.88 3.96 6.12 9.09 1.36 1.47 (P)RRUS 11 B26 0.60 1.42 1.64 0.98 2.33 2.73 1.15 1.21 1.20 (P) RRUS 82 B41 0.58 1.25 - 1.99 1.15 2.49 3.43 1.59 1.24 1.20 (E) RRUS 31 B25 0.78 0.98 1.38 1 1.08 1.35 177 1.41 120 1.20 1 Mount Member (Square) 0.25 0.25 1.00 0.25 0.25 4:00 4.00 1 1.27 1.27 Mount Member (Round) 0.20 0.20 1.00 0.20 0.20 5.00 5.00 1 0.76 '0.76 Members EPA;, @ 0.0a (SO EPA., @ 30.0° (at) EPAgg @ 60.0g (SO EPAa, @ 90.00 (SO Fag @ 0.0a (Ib) F.. @ 30.0° (Ib) Fag '@ 60.0' (ID) 'Fag @ 90.0° (16) (P) DT465B-2XR 9.09 " 8.31 6.73 5.94 51.4 46.9 38.0 33.6 (P)APXVSPPI8-C-A20 8.00 7.45 6.37 5.82 45.2 42.1 36.0 32.9 .(P) RRUS 11 B26 1.19 1.59 1 2.39 2.80 13.4 '17.9 27.0 31.6 (P) RRUS 82 B41 1.43 1.82 2.60 2.99 16.1. 20.5 29.4 33.8 (E) RRUS 31 B25 1.30 1.38 1.54 1.62 14.6 15.6 17.4 18:3 Mount Member (Square) 0.32 0.32 0.32 0.32 3.6 3.6 3.6 3.6 Mount Member (Round) 0.15 - - 1.7 Dewberry* Job Number 50088671 - _ Made by: NRK Date: 0921117 - Checked by. SEA Site # M135XCO01: (Spain Tower) - STAAD Input (Antenna Loads) Date: 0922/17 0150078995150090971-WMXCae1-wain Te Wn0Ftepmb%S=oxmMep fl Oocvme LLaaa Input Ta kSb M Of Frame.NO ICE-(scowen)sm STAAD Load Input Antenna Position Axis Case#1 0• Case 02 30• Case#3 60• Ca.#4 90• Case#6 120• Case#6 ISO- Case#7 180• Case#8 210• Case#9 240° Case#10 270• Case#11 300• Casa#12 330° 1 z -Fo -0.87Foo -0.50Feo - 0.50Foo 0.87Fao Inverse of Case#1 Inverse of Case#2 Inverse of Case 03 Inverse of Case 04 Inverse of Case 05- Inverse of Case 96 x 0.501'aa 0.87Fan Fyp _0.87Fw 0.50Fo 2 .z -Fa -0.87Faa -0.50F® - 0.50F® 0.87Faa - X 0.50F. 0.871® F. 0.87F. 0.50F. 3 "-F4 -0.87FM -0.50Fey - 0.50Fvp 0.87Fy x 0.501',e 0.871'w Fa 0.87Fw 0.50F,a " 4; z -Fp -0.87Fm -0.50Fac - .0.50F. 0.87Fy x 0.50Fm 0.87Fea . '.Fei 0.87Faa 0.501`0 STAAD Load Input (Design Wind Load) Antenna Position Axis Case#1 0° Case#2 30• Case#3 so- Case#4 so- Casa#5 120• Canoes 150° Case#7 180° Case#8 210• Case#9 240°- Case#10 270° Case#11 300• Case#12 3301 1 -z -244.2 -194.0 -90.4 - 90.4 194.0 Inverse of Caw #1 Inverse of Caw#2 Inverse of Caw#3 Inverse of Case#4 Inverse of 'Caw95 - - Inverse of Cases x 111.5 157.2 ' : 159.5 157.2 111.5 2, z -214.7 -174.1 -85.5 85.5- 174.1 x 100.1 148.7 156.3 148.7 100.1 3 z 0.0 0.0 0.0 - 0.0 OA x 0.0 0.0 0.0 0.0 0.0 4 . z _ 0.0 0.0 0.0 _ _ 0.0 0.0 _ x - - 0.0.. 0.0 0.0 0.0 0.0 Dewberry Job Number 50088671 - Made by NRK Date: --09/21/17 Checked by. BEA - Site # MI35XCOOt: (Spain Tower) - STAAD Input (Antenna Loads) Date: 09/22/17 0:150078995WO88671-lA35x0001-apaln Tovv mVteportzlShucNrzNiepoaOxunien5LLoa11n001 TaaF61eM ORFrama.NOICE(500086)1)z6a STAAD Load Input (Design lee Wind Loadl Antenna Axis Case#1 Case02 Caso#3_. Case 7ld Casa #5 Case #6 Cas¢#7 Case #8 Case #9 Case #70 Casa #17 Casa 012 Position0° 30.. 60° so ° 1120° 150° 180° '210°. 240° 270° 300° 330° 1 z x 2 z x Inverseof Case#t Inverseof Case#2 Inverseof Case 93 Inverseof 'Case#4 Inverseof Case#5 Invemeof Case#6 Zr- 3 x 4 z x STAAD Load Input (Service Wind Leadl Antenna Axis Case #1 Casa #2 Case #3 Case #4 Case #5 Case #8 Case #7 Case #8 Case #9 Case #10 Case #11 Case #12 Position G. 30° 60° 90° 120° 150° 130° 210° 240° 270° 300° 330° 1 -'L -51.4 AO.8 -19.0 - 19.0 _ 40.8 x 23.5 33.1 - 33.6 33.1 23.5 z A5.2 -36.6 . , -18.0 - .. 18.0 - 36.6 2 Inverse of Case#1 Inverse of Case#2 Inverse of Coasts Inverse of Case#4 Inverse of Case#5 Inverse of Case#6 x 21.1 . 31.3 32.9 - 31.3 21.1 z 0.0. 0.0 - 0.0 - 0.0 0.0 .- 3 -x 0.0 0.0 .. :. 0.0 0.0 .0.0 4 z :0.0 0.0 0.0 _ 0.0 0A x 0.0 0.0 0.0 0.0 0.0 Dewberry' Job:N 088671 50NRK Made y: Made by: NI2K Date: 69/21/17 Checked by: , BEA Site # MI35=001: (Spain Tower) - STAAD Input (Support Equip. Loads) Dater 09/22/17 _ W50078995150088671-MI35XC001-Spain Tow MdmlReportMStructurdReport DocumentsLLoad Input Tool -Stand OR Fmme.NO ICE-(50088671).xlsx STAAD Load Input Support Equip. Axis Case #3 Case #4 Case #5 Case #9 Case #10 Case #11 .. 60° 900 . A20- 2400 270° 3000 z :-0.50F, - .0.50F, (P) RRUS 11 B26 x 0:87Ffip FN 0:87Feo z -0.50Ffio - 0.50F, (P)RRUS 82841 Inverse of Case #3 Inverse of Case #4 Inverse of Case #5 x 0.87F,o F9p 0.871F6o z -0.50F60 - 0.50F, (E) RRUS 3i Bzs x -- 0.87F. F. -0.87176b z 75CF60 - O.SOF66. 0 x 0:87F, I F, 0.87F, STAAD Load Input (Design Wind Load) Support Equip. Axis Case #3 Case #4 Case #5 Case #9 Case #10 Case #11 600 9V .. 120° 240' 270° 3000 (P) RRUS i 1 B26 z -64.3 - 64.3. Inverse of Case #3 Inverse of Case #4 Inverse of Case #5 x 111.8 150.1 111.8 . (P) RRUS 82 B41 z -69.8 _' .69.8 x 121.4 _-__ �160.5 121.4 (E) RRUS 31 B25 z - -41.3 - 41.3 _ x 71:.9 87.0 71.9 0 z 0.0' - 0.0 x 0.0 0.0 0.0 STAAD Load Input (Design Ice Wind Load) Support Equip. Axis Case #3 Case #4 Case #5 Case #.9 Case. #10 Case #11 _. ... .... .. 600 900 1200 2400. ., 2700 300'_ (P) RRUS 11 B26 2 x (P) RRUS 82 B41 z x - Inverse of. Case #3 Inverse of Case #4 Inverse of Case #5 z (E) RRUS 31 B25 X 0 z X STAAD Load Input (Service Wind Load) Support Equip. Axis Case #3 Case #4 Case #5 Case #9 Case #10 Case #ll 60' 900 120° 2400 270°.. 300' (P) RRUS 11 B26 z -13.5 - 13.5 Inverse of Case #3 Inverse of Case #4 Inverse of Case #5 z 23.5 31.6 23.5 (P) RRUS 82 B41 z -14.7 - 14.7 x 25.6 33.8 25.6 (E) RRUS 31 B25 z -8.7 - 8.7 x 15.1 18.3 15.1 o - z - 0.0 - 0.0 x 0.0 0.0 0.0 r Software licensed to Deb Job Title M135X0001 Spain Tower Job Information Engineer - - - - Checked - Approved Name: NRK BEA Date: 21-Sep-17 -- Project ID Project Name Structure Type I SPACEFRAME Number of Nodes 78 Highest Node 78 Number of Elements 80 Highest Beam 80 Number of Basic Load Cases 13 Number of Combination Load Cases 24 Ihcluded in this rintout are data for. All The Whole Structure IneM1dorl in Chic nrinfmtl Tire rnaikc /nr lnnd romr Type UC Name Primary.' 1 DEAD Primary 2 .. WL#1 Primary 3 ,' WL#2(Z) Primary 4 WL#2(X) Primary, 5 WL#3(Z) Primary ,6 -WL#3(X) Primary 7. WL#4 ' Primary 15 WLS#1 Primary 16 WLS#2(Z) Primary 17 WLS#2()g Primary .18 WLS#3(Z) Primary 19 WLS#3(X) Primary. 20 WLS#4 :, Combination ,21 1.2D+1.6WL#1 Combination 22 1.2D+1.6WL#2 Combination, 23 1.2D+1.6WL#3 Combination. 24 1.2D+1:6WL44 Combination 25 1.2D+1.6WL#5 Combination 26 1.2D+1.6WL#6. Combination 27 1.2D+1.6WL#7 Cambinatiod 28 1.2D+1.6WL#8 Combination 29 1.2D+1.6WL#9 Combination 30 1.2D+1.6WL#10 Combination.. 31 1.20+1.6W L#1 l Combination 32 1.2D+1.6WL#12 nvinnnn ssea Job No Sheet No I Rev 50088671 1 Part Pet By NRK Da1E21-Sep-17 Chd BEA -tle M135XC001 Spain Tower.S oatemme 09-Oct-20171 A Job No Sheet No Rev 50088671 2 Software licensed to Dewberry To Job rue M135XCO01 Spain Tower Re[ By NRK Dats21-Sep-17 Chd BEA Client - Fie M135XC001 Spain ToweLS Da"'r-' 09-Oct-201715M Job Information Cont... l\ 3D Rendered View Pdnt TMe/Date:09/10Pd9T11526 cTenn o...vai IQ=l PCTee.fee. nvonn7ii on Pdnt Run 2 of 30 --Type VC - Name ' Combination-- 48 1.OD+1.OWLSti4 Combination 49 1.OD+I.OWLS#5 Combination 50 1.OD+I.OWLS#6 Cambiriation 51 1.OD+LOWLS#7 Combinaton -52 1.OD+I.OYVLS#8 Combination -53 1.OD+I.OWLS#9 Combination 54 1.OD+I.OWLS#10--- - Combination - 55 1.OD+I.OWLS#11 Combination 56 1.OD41.OWLS#12 1 Job Na Sheet No Rev 50088671 3 -wip Software licensed to Dewbeny PM Job The M135XC001 Spain Tower Ref By NRK - - DuC21-Sep-17 Chd BEA Ofeni - - - - - Fle- M135XO001 Spain Towers DateRme 09-Oct-2017 15:22 I 9 57 8) 1 5 M 8 B Ix I> 11 x u o to ) ae UP 8 � U 5 u T a 48 Leaf t Node Numbers Nodes Node X (in) Y (in) 2 (in) 1 0.000 0.000 0.000 2 4.000 0.000 0.000 3 22.000 0.000 0.000 4 56.000 0.000. 0.000 5 82.000 0.000 0.000 6' 95.000 0.000 0.000 7 109.000 0:000 0.000 a 142.000 0.006 0.000 s 160.000 0.000 0.000 10 164.000 0.000 0.000 11 0.000 39:000 0.000 12 4.000 39.000 0.000 13 22.000 '39.000 0.000 14 58.000 39.000 0.000 15 82.000 39.000 0.000 16 95.000 39.O00 0.000 17 106.000 39.000 0.000 18 142.000 39.000 0.000 19 160.000 39:000 0.000 20 164.000 39.000 0.000 21 4.000 0.000 3.000 nt nmeloate: o9norzon 1h26 STAAO.Pro V6i (SELECTseries 6) 20.07:11:90 Print Run 3 of 30 i W, N m tT A 41 x W W W Oo � W N A N N�� Oo W A N A N W ro O� O W rn A O m N Oe A O t0 m N N 0 A O W tD N N N N N N m A W (J N N N N N N OI UI O m N T A O m N� A O N 0o bi N OI N A O N OU Oi N W' N S S O O �fp0 �Vp O O S O O O O O O O O O O O g O G O O O O 0 O 0 O 0 O 0 O 0 O 0 O. 00 O O 0 O o O. Oo O O 0 G 0 min 00 O 0 O O O O fJ m fJ W loll N f011 W 0 0 0 0 0 0 0 0 0 0 0 9 O O O 0 'O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OI O O O OI'O O A W W 0 O O O O O tWp Ow W O A A N lAll Ol tAll � S tWp tWD. tD [O f0 l0 l0 O O O� O O O O .... in m o 0 0 o c o 0 0 0 0 0 0 �OVo 0 o c oa N oo o 0 oc o 0 00 0 0 00,0 0 0.0 0 0 Do- b o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 .o 0 0 0 .o 0 0 0 0 0 0 o o 0 0- o o 0 0' o 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0.0 0 0 0 00 0 0 00 0 0 0 0 0 0 N W N W N fJ !J W A T A O1 W 4] W W W 'W W W W �fJ W W W.. W.'W �O W �O W. �O W. W 4l (J. O O O O � N N �O �O O O O O O O O O O O O C BOO O O O O O O O O O' O O O O O S S O O O O O O O O O O' O O O O O O O O' O O O O O O O W N m N O O O O O O O O O O O S O O A Job No Sheet No Rev 5688671 5 r4wj Sonwerelicensed to Dewbeny Part Job Tine M135XC00J Spain Tower Rol By NRK Dat621-Sep-17 Ced BEA Client - - Rle 1v1135XC001 Spain Towers Datemme 09-Oct-2017 15:22 Nodes Cont... 0 6f 1] U B 18 6 16 4 U 1 U U f .5 1f 6 x � e U 8 g 66 < 6 6 u x (.a Z waef Node X (in) Y (in) Z (in) 67 131.000 39.000 0.000 68 107.000 39.000 -117.500 69 142.000 66.000. 3.000 70 142.000 8.000: 3.000 71 95.000 72.500 3.000' 72- 95.000 21.000 9.000 73 142,000 58.000 3.000 74 95.000 55.750 3.000 75� -- -- 95.000 -12.000 3.000 -76 22.000 66.000 3.000 77 22.000 8.000- 3.000 78 22.000 58.000 3.000 61Time/Date: 09110/20171526 STAAD.Pro VBi (SELECTseriee 6)20:07.11.90 Print Ron 5o130 N a b a) 2 m n IL N m U U D! O a E m {O n `w z N 'n O 1- N � C N o � X p YQ m a Z z° U) s .. c n ¢ 1. HE I 'a u H u u u a g C a a F U C (y O � EI F " s � F F a U m o� v v av a s am m m mm� m m rn a y�yV a 0 0 0 0'0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c o 0 0 0 '.o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � C _ o < 0 D7 0 a N 0 CI 0 t7 0 V o m 0 � 0 .V 0 m ao{ o N,.CJ 0 0 CJ o N 0 m 0 < 0 tU 0 m 0 tD 0 . 0 . 0 tG 0 f0 0 � 0 f0 0 t0 0 m 0 t0 0 tG m w G m N tV t0 N m m f' J III GI y N m O N t0 n m O O N m V IA b n O N N N V N� N� m N V m N V n n n ^ n v m r u0i C N N tnD m lN) n 2 N m, 'Q Yl N m V O1 N N. N. N N N. N. N N N m M tN�l m i O ` J 3 N W m A W N + V O (D :D � V N N T N N N y O m co O O W W 3 y O U N a. O ' O 1 3 � N N + O O -� 0 m 0 N 0 O V N Y O O + IV m o 0 0 � ; D 0. .... O V io G m _ m o 0 0 p mm m m �o N N v o J o w m m O N N _ N G (� (n W (n V'. m m m m Tom; •-: -5. o o d X m co V o_ 1 � O ry + 2 N o O Q a J V m 0 n. O m c o D oe J 9 + Ut' IJ . o N' m +IT14d T N � O V V � A O N' +� O J. m V W A " �' OJO V (Jll A fJi1 tmD (ml� (OJ !mJ N 'A tN0 + t00 fill 0�1; -N 0 a e O N W N N A V m A A 0 W O N A m m O O A N J� �' OVO OAO (JJ OD fNi1 (mT OWI O fWil ONO ONl (ND � O� p yy yy pp O O O (T V fT O O O J [ll O O O O (O N O O OI O 41 O O O fN O N O W O fJ N A N++++ O O O O 0 O O O O O O O O O O O O O O O W O O O O O O W+ W+ W+ O + + N N :N N++ N N N N N N N n Job No Sheet No R! Rnev 50088671 8 W7jW Software licensed to. Dewbeny Pad Job Tide M135XCOO1 Spain Tower Ref By NRK - Date21-Sep:17 -cfld BEA Client- - - - Fie M135XC001 Spain ToweDe DateRme 09-Oct-20171522 matenais Mat Name E (kipinr) v 'Density (kipin) . a (/OF) 1 -STEEL 29E+3 0.300 ..0.000 -- 6E -6 2 STAINLESSSTEEL - 28E+3 moo moo 10E-6 3 - 'ALUMINUM 10E+3 0.330 -0.000 13E-6' 4 CONCRETE 3.15E+3 0.170 0.000 5E-6 Supports Node X. (kip/in) Y (kipM) Z .(Idpin) :rX (kipft/deg) rY (Idpftdeg) rz (kip"fVdeg) 65 Fixed Fixed - Fixed - - - 66 .Fixed - .. Fixed Fixed ... 68 Fixed Fixed Fixed - - - Releases Ronm oMQ nnf'ehnwn in fhie rahfe nru rivcil in nll Hir—r nc Beam 44 'Node x y z aKPI a 43 15 Fixed Fixed Fixed Pin Pin 43 54 Fixed Fixed Fixed Pin Pin 44 5 Fixed Fixed Fixed - Pin Pin 44 53 Fixed Fixed Fixed Pin -Pin 45 11 :Fixed Fixed Fixed Pin Pin 1 Fixed Fixed Fixed Pin_ Pin _ -47 54 .Fixed _. .Fixed .Fixed _. .Pin__' .Pin _ -Pin _- -48 53 Fixed Fixed Fixed Pin - Pin Pin 49 54 :Fixed Fixed Fixed Pin Pin.. Pin 51, 20 Fixed Fixed Fixed Pin - "Pin Pin. _ 55 53 Fixed Fixed Fixed Pin Pin _ Pin " 56 70 Fixed Fixed Fixed Pin Pin Pin Pdnt Tme/Date:09/10/2017 1526 CTA An Oi.: \/9i 10.. CnTnr.A— C\ An r1T 11 On Print Rim H n13n 1 Job No - - Sheet No Rev 50088671 9 Sortware licensed to Dewberry Pan Job Title M135XC001 Spain Tower Re[ By NRK DatN21-Sep,17 Chd BEA Cliem - - - Flo M135XC001 SpainTowecs W.Mrne 09-Oct-201715:22 :TmsS Membe! Primary Load Cases Number 11 Name Type :1 DEAD � ... .- -.. Wind ' 2 WL41 - :... Wind 3 � � WL#2(Z) ..... .... — -Wind 4 � yilL#t2(X) Wind. 5 � �WL#3(Z) Wind 6� WL#3(X) Wind 7 � WL#4.-Wind 15 � WL8#1: Wind. 16 � 1NLS4-2(Z) Wind .17 WLS4t2()) Wind �18� WCS#3(Z)- - Wind 19�N/LS#3(X) Wind. -� .20�WLStt4� Wind nmemate: wnutzon 1526 STAAD.Pro V6i (SELECTseries 6) 20.07.11.90 Pnnt Run9ot 30 1 �MOOSoftwwelicensedtoD"beffy Job No 50088671 Sheel No 10 Rev Part Job rue M135XCO01 Spain Tower - Ref By NRK Date21-Sep-17 bnd BEA Client-- - - File M135XCO01 Spain Towers I DateRme 09-Oct-201715:22 Combination Load Cases Comb. CombioationUC Name Primary Primary CfC Name '-Factor 21 1.2D+1.6W L#1 .. 1 DEAD - .1.20 2 W L#1 1.60 �22 1.2D+1.6WC#2-- - - -�- 1 DEAD ... .. . ... 1.20' 23. 1.2D+1.6WL#3 1 DEAD 1.20 24 1.2D+1.6WL#4 1� �- -DEAD 1.20 25 1.2D+1.6WL#5 -.. Y"' DEAD -1.20 .. 5 .WL#3(� -1.60 26-. 1.2D+1.6WL#6 t � DEAD 1.20 27 1.2D+1.6WL#7 1., -DEAD 1.20 28 1.2D+1.6WL#8 ' 1 DEAD 1.20 29. 1.2D+1.6WL#9 y- ` DEAD 1�20 30. 1.2D+1.6WL#10 .1 DEAD 1.20 31 1.2D+1.6WL#11 1' DEAD. - 1.20" 5 WL#3(Z) 1.60 32 - 1.2D+1.6WL#12 , :1 DEAD 1:20 a wLnz(x) . -1s0 -45. "1:OD+I.OWLS#1 1.. -DEAD " 7.00 15 WLS#1 1-.00 46 1.OD+I.OWLS#2 1 DEAD 1.00 16 wLs#2(z) 1.00 47. 1.OD+I.OW LS#3:: 1 DEAD 1-.00 " 19 WLSiKi(X) 1.00 46, 1.OD+1.OW LS#4 1 DEAD 1.00 . .. 20 W LStW 1.00 49 1.OD+I.OW LS#5 1 DEAD. 1.00 19 WLS#3(X) 1.00 i umwuare: eanwzm/tb:eu STAAD.Pf0 V81 (SELECTSerieS6)20.07.11:90 Print Run 10 of 30 Job No Sheet No - Rev F;A�A 50088671 11 SofWare licensed to Dewberry Pan Job We M135XCO01 Span Tower Ref " By NRK Date21-Sep07 -Cnd 13EA Client - - -"- -fate MI35XC001 Span Towers DateRme 09-Oct-201715:22 I Combination LoadCasesCont... Comb: Combination L/C Name Primary .Primary 033pp 0.O60pV. . kp 1 p 10 1 W 1 1 2, 11 3 OSStl 11 R 62 BO 10 ] 1 - ] 50 p0 pp a N 45 5 4. 42 L LaM 1 Dead Load - Pdm rm.m.m- nan n]onl v 3 soc ..r. ... .,�_. e.._.. _..,,. VC Name factor 50 �1:OD+1�.OWLS#6 1 DEAD 1.00 ..:..- .... ".. 17 WLS#2(X). 1�.00 51 MI35XC001 Job No Sheet No R. 50088671 12 pait set By NRK - Dah`21 -Sep-1 7 ced BEA Re. MI35XC001 Spairi Towers Date/Time 09-Oct-2017.m52 mn .ppmua mpmon am semi aaomLm.. xaoo S5m im � a -u u am n fl vim �Att m Mp fl I . Q IIcay rCVfl� S' LOVC3 vnno e.oaa ( tYp.) 1 DEAD: Node Loads ewe � � • a®�® 1 DEAD: Selfweight irectio Factor - Assigned Geometry Y -1.000 ALL a l�U.rro vm (brLee isenes ts) kU.or.n.au reel rep "o Job No Sheol No Rev 50088671 13 Software licensed lo. Dewberry Part . :. Job Tile M135XC001 Spain Tower Ref By NRK Date21-Sep-17 . 1Cnd BEA Clieni - - -- - Fle M135XCO01 Spain To(wecs DateRme 09-Oct-201715:22 2 WL#1 : Node Loads Node FX (kip) FY NO FZ (kip) -. MX (Itipin) MY (Idpin) MZ (kip"in) 71 -0:215 - - - 72�- - - -0.215- - - - 75 - -0.064 - - - 76 - -0.244 77 - .. - =0.244 - - - 2 WL#1 Beam Loads Beam. .. Type Direction - Fa Da .(In) Fla Db Ecc. (in) 1 .UNI Ibf/ft GZ - -14.400 - - - 2 UNI . Ibf/ft GZ - -14.400 - - 3 UNI Ibf/ft GZ- -14.400- - - - -- - - - 4 UNI Ibf/ft -GZ -14.400- - - - - - 5 UNI Ibf/ft GZ -14.400 - - - - 6 UNI Ibf/ft GZ _ -14.40.0 - - 7 _ UNI Ibf/ft -GZ -14.400 - - - - '8 UNI Ibf/ft GZ -14.400 - - - 9 UNI Ibf/ft GZ -14.400- 10 UNI .IbUft GZ - "-14.400 - - - 11 UNI IbUft GZ -14.400 - - - - -- 12 UNI Ibf/ft. GZ -14.400 - - 13 UNI Ibf/ft GZ -14.400 - - - - 14 UNI Ibf/ft GZ -14.400 - - 15 UNI Ibf/fl :GZ -14.400 - - 16 " UNI Ibf/fl - -GZ -14.400 - - 17 UNI Ibf/fl GZ 44.400 - - 18 UNI Ibf/ft GZ -44.400 - - 19 UNI Ibf/ft GZ -8.400 - - " 20 " UNI Ibf/ft GZ -8.400 - - 21 UNI Ibf/ft GZ -8.400 - - 22 UNI Ibf/ft GZ = -8.400 - - 23 UNI Ibf/ft GZ -8.400 - - 24 UNI Ibf[ft "- GZ -8.400 - - - 25 UNI Ibf/ft GZ -8.400 - - 26 UNI Ibf/ft GZ -8.400 - - 27, UNI Ibf/ft GZ -8.400- 28 UNI Ibf/ft GZ -8.400 - - 29 UNI Ibf/ft GZ -8.400 - - - 30 UNI Ibf/ft GZ -8.400 - - 31 UNI Ibf/ft ,GZ -8.400 32, UNI Ibf/ft. - ,GZ- -8.400- - 33 UNI Ibf/ft GZ -8.400 - - 36 UNI "Ibf/ft GZ -8.400 1- - Print Tme]Date: 09110/@017 1526 A Onnl Pain 11 nl An r Software licensed to Dawt Job Title M135XCO01 Spain Tower 2 WL#1 : Beam Loads Cont... Job No Sheet No Rev 50088671 14 Ref ey NRK eate21-Sep-17 Ch' BEA M135XCO01 Spain Towers eateRree 09-Oct-2017 Beam Type _ Direction Fa Da - (in) Fb Db Ecc. (in) 39 UNI - Ibf/ft GZ - -6.400 - - - - - 40 UNI Ibf/ft GZ -8.400 - - - - 41 UNI - Ibf/ft GZ -8.400 - - - - 42 `UNI IbVfl GZ -8.400 - - - 45 UNI - -- Ibf/ft GZ --14.400 -- 46 UNI Ibf/ft GZ -14.400-- 47 UNI Ibf/ft - GZ -14.400 - - - 48 UNI - Ibf/ft GZ -- -14.400 - - - 49 UNI Ibf/ft GZ -14.400 - - - 50' UNI Ibf/ft GZ -14.400 - - - 51 UNI _ Ibf/ft GZ -14.400 - - - 52 UNI Ibf/ft GZ - _=14.400 - - 53 UNI Ibf/fl GZ -14.400 - - - _ 54 UNI Ibf/ft _ GZ -14.400 - - 55 UNI Ibf/ft GZ UNI Ibf/ft GZ 57 UNI IbUft GZ 58 UNI Ibf/ft GZ V-14.40056 59 UNI Ibf/ft GZ 60 UNI _ _Ibf/ft GZ 61 UNI Ibf/ft GZ 62 UNI Ibf/ft GZ - - 69 UNI IbMt GZ -14.400 - - - 71 UNI Ibf/ft GZ _ -8.400 - - 72 "UNI " Ibf/ft GZ -8.400 - - - - 75 UNI Ibf/ft GZ -8.400 - - - 77 UNI Ibf/ft GZ -8.400 - - - 3 WL#2(Z) : Node Loads Node FX ' . .: NO FY NO FZ (kip) MX (WP 1n) MY (WPin). MZ .(WPin) 71 - - -0.174 - - 72.: , - - -0.174 - - - 75 - -0.074 _ - - 76 - -0.194 - - 77 - -0.194 - nt a nefuate: oenm uw 1526 STAAD.Pro V81 (SELECTsenes 6) 20.07.11.90 Print Run 140130 1 4Wj Soewars licensed W Dewberry Job No 50088671 Sheet No 15 Rev Part Job TOe M135XCO01 Spain Tower Ref By NRK Date21-Sep-17 "c^d BEA Client - - - Fie M135XCOOI Spain Towels Daf"no" 09-Oct-2017 15:22 3 WL#2(Z) : Beam Loads Beam Type Direction. .Fa - Da (in) Fb Dti Ecc. (in) 1 UNI- - -Ibf/R GZ -14:400 - - -� 2 UNI Ibf%ft GZ -14.400 - - - - 3 UNI Ibf/ft GZ -14.400 - - - 4 UNI Ibf/ft GZ - -14.400 - - - 5 UNI Ibt/ft GZ --14:400 --- 6 UNI Ibf/ft GZ -14.400- - - - 7 UNI Ibtlft GZ -14.400 - - - - 8 UNI _ _Ibf/ft GZ -14.400 - - 9 UNI Ibf/ft GZ -14.400 - - - _ 10 UNI Ibtlft GZ -14.400 - - - �11 UNI Ibf/it' GZ -14.400 - - - - 12 UNI Ibf/ft GZ -14.400 - - 13 UNI - IbUfl GZ -14:400 - - - - 14 UNI Ibtlft GZ -14.400- - - - 15 UNI _ .Ibf/f(' GZ -14.400 - - - 16 UNI Ibf/ft GZ _=14.400 - - -- 17 UNI Ibflft GZ -14.400 - - - 16 UNI Ibf/ft GZ -14.400- 19 UNI Ibf/tt' GZ -8.400 - - - - 20 UNI Ibf/fl GZ -8.400 - - - 21 UNI Ibf/ft GZ -8.400 - - - 22 ' UNI Ibf/ft GZ -8.400 - - 23 UNI _ Ibf/ft' GZ -8.400- 24 UNI _ Ibf/ft GZ -8.400 25 UNI Ibf/ft GZ -8.400 - - - 26 _ UNI Ibf/ft GZ -8.400 - - 27 UNI Ibt/ft' GZ -8.400' - - - - 28 UNI Ibf/ft GZ -8.400 - - - 29 UNI Ibf/ft GZ -8.400 - - - - 30 " UNI Ibf/f[ GZ -6.400 - - 31 UNI Ibf/tt GZ -8.400 - - - - 32 UNI Ibf/ft GZ -6.400 - - - - 33 UNI Ibtlft GZ -8.400 - - - 36' UNI Ibf/ft GZ -6.400 - - - 39 UNI Ibf/fC GZ -8.400 - - - - 40 UNI Ibf/ft GZ -8.400 - - - - 41 UNI Ibtlft GZ -6.400- 42 UNI Ibtlft GZ -8.400 - - - 45 UNI Ibf/ft GZ -14.400 - - - - 646 UNI ,Ibf/ft GZ -1;4.400 - - - - 47 UNI Ibf/ft GZ -1'4.400 - - - - 48 UNI Ibf/ft GZ -14.400 - - - 49 UNI ,Ibf/fC GZ -14.400 - - - - 50 UNI Ibf/ft GZ -14.400 - - - - 51 UNI Ibf/ft GZ -14.400 - - - im umeivate: osnoaon 1526 STAAD.Pro VBi (SELECTSerieS-6)20.07.11:90 Pont Run 15 of 30 ' Job No Sheet Na Rev 50088671 16 APJ Setn.a<e licensed to Dewberry Pan Job The M135XCO01 Spain Taxer Set By NRK DetF21-Sep-17 Chd BEA Client - - - Fie M135XCO01 Span Towers Datexime 09-Oct-2017 15:22 3 WL#2(Z) : Beam Loads Cont... Beam Type - Direction. Fa Da 4 WL#2(X) : Node Loads � i (in) Fb Dti Ecc. (in) 52 UNI - Ibfpt GZ -14:400 - - - 53 UNI Ibf/it �GZ -14.400 - - - - - 54 UNI Ibf/ft -GZ -14.400 - - - 55 UNI . Ibf/ft GZ =14.400 - - - 56 - UNI Ibf/ft GZ -14:400 - - - 57 UNI Ibf/ft GZ -14.400 - - - 56 UNI Ibf/ft GZ -14.400 -�---- '-- 59 UNI Ibf/ft GZ -14.400 - - - 60 UNI Ibf/ft GZ -14.400 - - - 61 UNI IbUft _ GZ -14.400 - - - 62 UNI Ibf/ft GZ -14.400 - - - - 69 UNI Ibf/ft GZ _-14.400 - - - 71 UNI Ibflft GZ -6.400 - - - - 72 - UNI Ibf/N _ GZ -6.400 - - - 75 - UNIbf/fl GZ -6.400 -- -- - 77 UNI Ibl/ft GZ -6.400 - - - Node FX (kip) FY (kip) FZ (kip) NIX (kip in) MY .(kip in) MZ (kip in) 71 0.100 - - 72 0.100 - - - 75 0.043 - - - 76 0.112 - - - - 77 0.112 - Node FX (kip) FY (kip) FZ (kiP) MX (kip in) MY (kip -in) MZ (kip -in) 71 - - -0.066 - - - 72 -0.066 - - - 74 - -0.041 - - - 75 - -0.064 - - 76 - - -0.090 - - - 77 - -0.090 - - - 78 - - -0.0701. - - - m nmamate:Osnor2on 1526 STAAD.ProV6i (SELECT6erieS6)20.07.11:90 Print Run 16 of 30 A Job No Sheet No Rev 50088671 17 Software licensed to Dowbeny Pan - - Job TOO MI35XC001 Spain Tower Ref ey NRK Date21-Sep-17 chd BEA Chant - Fie hii135XC001 Spain Towers oiternme 09-Oct-2017 15:22 6 WL#3(X) : Node Loads . '-Node FX (kip)NO(WP) FY - FZ MX - (kip in) MY (kip in) MZ (kip in) 71 0.149 - - - - 72 0.149 - - - - - 74 0.072 - - - - - 75 0.112 - - - - 76 0.157 - - - - - - r7 0.157 - - - - - ia 0.121 Beam Type Direction- Fa -- Da (in) Fb Db Ecc. (in) 19 UNI Ibf/ft GX 8.400 - - - 20 UNI Ibf/fl GX 8.400 - - 21 UNI Ibf/ft GX - 8:400 - - - - -- 22 UNI Ibf/ft GX 8.400 - - - - 23 UNI IbUft GX 9.400 _ - - - - 24 UNI Ibf/ft GX 9.400 - - - - - 25 UNI- .Ibf/ft GX 9:400 - - - -- -- 26 UNI .Ibflft GX 9.400 - - 27 UNI Ihflft GX 9.400 - - 28 UNI Ihf/ft GX 9.400 - - 29 UNI Ibf/tt GX 8.400 - - - 30 UNI Ibf/ft GX 8.400 - - _ 31 UNI Ibf/ft GX 8.400 - - 32 UNI Ibf/ft 'GX 8.400 - - 33 UNI Ibf/ft GX 8:400 - - - 36 .UNI Ibf/ft GX 8.400 - - - 39 UNI Ibf/ft GX 9.400 - - 40. UNI Ibf/ft GX, 8.400.- 41 UNI Ibf/ft GX 9:400 - - 42 UNI Ibf/ft GX 8.400 - - 43 UNI Ibf/ft GX 14.400 - - 44. UNI Ibf/ft GX 14.400- 45 UNI Ibf/ft GX 14.400 - - - 46 UNI Ibf/ft GX 14.400 - - - 47_ UNI Ibf/ft GX 14.400 - - 46 UNI Ibt/ft GX 14.400 - - - 49 UNI Ibf/fl GX 14.400 - - - 50 UNI Ibf/ft GX 14.400 - - - - 51 UNI Ibflfl GX 14.400 - - 52 UNI Ibf/ft GX 14.400 - - - 53 UNI Ibf/fl GX 14.400 - - - - 54 UNI Ibflfl GX """"°'�"1tlO"1O'CO11eGo STAAU.Pro Vai (SELECTseries6)20.07:11.g0 Pael Ran 17e130 1 Job No Sheai No Rev Rt 50088671 18 �Wjp Software licensed to Dewberry Pelt Job Title M135XC001 Spain Tmef Ref By NRK Date21-Sep-17 Chd BEA Client - - - - H. M135XC001 Spain ToweGS DateRme 09-Oct-201715:22 6 WL#3(X) : Beam Loads Cont... Beam Type Dire WL#4 : Node Loads . . on n7 11 an Pdnt Run la of 30 Al7 ction .Fa Da Fb Db Ece. 55. 'UNI-Ibflfl GX --- 14:400 - - - - - 56 UNI Ibf/ft GX 14.400 - - - - 57 UNI Ibf/ft GX 14.400 - - - - 58 UNI Ibf/ft GX 14.400 - - - - 59 UNI Ibf/ft GX 14:400 ---- - 60 UNI Ibl/ft GX 14.400 61 UNI Ibl/ft -GX 14.400 - - - - 62 UNI Ibf/it GX 14.400 63 "UNI Ibf/ft GX 14.400 - - --- 64 UNI Ibf/ft GX 14.400 - - - 65 - UNI Ibf/ft GX 14.400 - - - 66 UNI - Ibf/ft GX _ 14.400 - - - 67 UNI Ibf/fl GX 14.400 - - - 68 UNI Ibf/ft GX 14.400 - - 70 UNI _ Ibf/ft GX 8.400 - - - 71 UNI Ibf/ft GX 8.400 - - 72 UNI Ibl/ft GX 8.400 - - - - 75 UNI Ibf/ft GX 8.400 - - - 77 UNI Ibl/ft GX 8.400 - - - - Node FX (kip) FY ((kip)P) FZ (kip)) MX (kip in) MY (kip'in) MZ (kip -in) 71 0.156 - - 72 0.156 74 0.087 - - 75 _ 0.150 - - - 76 _ 0.160 - - - n _ 0.160 - - 7e o.1s1 Job No Sheet No 50088671 19 Rev v Software licensed to OewbeAY Pad Job Ttle M135XC001 Spain Tower Rat ey NRK Data21-Sep-17 Chd BEA 7 WL#4 : Beam Loads Beam Type Direction Fa - Da (in) Fb Db -- Ecc. (in) 19 UNI Ibf/ft GX 8:400 - -- - - 20" UNI Ibf/ft GX 8.400- - - - - 21 UNI Ibf/ft - -GX 8.400 - - - - - 22 :UNI - Ibf/ft GX - 8.460 - - - - - - 23 UNI Ibf/ft GX 8:400- _ 24 - UNI Ibf/ft GX 8.400 - - - 25 UNI Ibf/ft - GX 8.400 - - - - 26 -UNI _ -_Ibf/ft GX 8.400 - - - 27 UNI - Ibf/ft GX 8.400 - - - 28 UNI Ibf/ft GX 8.400 - - 29 UNI _ Ibf/ft GX 8.400 -- 30 UNI - Ibf/ft GX 8.400 -- 31 UNI -Ibf/ft GX 6.400 - - - 32 UNI Ibf/ft GX 8.400 - - 33 UNI Ibf/ft 'GX 8.400 - - - 36 UNI _ _Ibf/fl GX _ 8.460 - - 39 UNI Ibf/fl _GX 8.400 - - - - 40 UNI Ibf/ft GX 8.400 - - - 41" UNI _ Ibf/ft GX 8.400 - - - 42 UNI "_ Ibf/ft GX _ 8.400 - - - 43 UNI Ibf/ft GX 14:400- 44 UNI Ibf/ft GX 14.400 - - 45 UNI Ibf/ft GX 14.400- 46 UNI Ibf/ft GX 14.400 - - 47 "UNI Ibf/ft GX 14.400 - - - 48 UNI Ibf/fl :GX 14.400 - - - 49 UNI Ibf/fl 'GX 14.400- 50 UNI Ibf/ft GX 14.400 - - - 51 UNI Ibf/ft GX 14.400 - - - 52 UNI Ibf/ft GX 14.400 - - - 53 UNI Ibf/ft' GX 14.400- 54 UNI Ibf/ft GX 14.400 - - - - 55 UNI Ibf/ft GX 14.400 - - - - 56. UNI Ibf/ft GX 14.400 - - - - 57 UNI Ibf/ft GX 14.400 - - - - 58 UNI "Ibf/ft GX "_ 14.400 59. UNI Ibf/ft GX 14.400 - - - - 60: UNI Ibf/ft GX 14.400 - - 61 UNI _ Ibf/fl GX 14.400 - - - - 62 UNI ,Ibf/fl GX 14.400 - - - - 63" UNI Ibf/fl GX 14.400 - - - - 64: UNI Ibf/ft ,GX 14.400 - - - 65 UNI Ibf/ft GX 14.400 - - - - 66 UNI Ibf/ft GX 14.400 - - - - 67" UNI Ibf/it GX 14.400 - - - - I Pdnt Move/Date: 09AM017 1526 STAAn P- \/Ai @FI Ff .T-icc. R\.9n n7 11.On Run 19 ol3t Job Title M135XCO01 Spain Tower 7 WL#4 : "Beam Loads Cont... Job No sheet No Rev 50.088671 20 Part Ref Ry NRK Dare21-Sep-17 G'd BEA Fla: M135XC001 Spain TowecS I pateRma 09-Oct-2017 15:22 _ Boam Type Direction Fa _ Da (in) Fb Dlo - Ecc. (in) 68 UNI -lbf/ft GX 14A00 - - - - - 70 UNI Ibf/ft GX" 8.4M - - - 71 UNI.-Ibflft GX 6.400 - - - - 72 'UNI Ibf/ft GX 8.460 - - - " 75 'UNI Ibf/ft GX 6.400 ='- - - 77--" UNI Ibf/ft .GX 8.400 - - - - - 15 WLS#1 : Node Loads Node FX NO - FY _ (Wp) FZ " (kip) MX .(lapin) MY (Idp in) MZ (kion) 71 - - -0.045 - 72. - - -0.045 . .. ..... - 75 - -0.013 76 - - -0.051 77 - - -0.051 -- - 15 WLS#1 :"Beam Loads Beam. - - Type Direction Fa Da Fb Db Ecc. (in) 1 UNI.- Ibf/ft GZ —2.400- 2 UNI - Ibf/ft GZ - 2.400 - - - 3 UNI Ibf/ft GZ - -2:400 4 - UNI Ibf/ft GZ- -2.400- - - - 5 UNI Ibf/ft -GZ' -2.400 "----""- 6 UNI Ibf/ft GZ -2.400- 7 UNI Ibf/ft GZ -2.400'- 8 UNI Ibf/ft _ GZ -2.400. - - 9 UNI Ibf/ft GZ -2.400 - - - 10 UNI -' Ibf/ft GZ 2.400- 11 UNI Ibf/ft GZ - -2:400 - - - 12 ' UNI Ibf/ft :GZ -2.400 - - 13 UNI Ibf/ft GZ -2.400- 14 UNI Ibf/ft GZ - _ -2400 - - 15 UNI Ibf/ft GZ -2:400 - - - - 16; UNI Ibf/ft _ GZ -2.400 - - 17 UNI- _ Ibf/ft GZ -2.400 - - - 18 UNI Ibf/ft GZ -2.400 - - - 19" UNI Ibf/ft GZ -3.600 - - - 90 ; UNI Ibf/ft GZ -3.600 - - - 21 UNI _ _ Ibf/fC GZ -3:600 - - - - 22 UNI _ Ibf/ft GZ _ -3.600 - - - - 23. UNI Ibf/ft GZ -3.600 - - - nmeivate:uenurzuv iE25 STAAD.ProV8i(SELECT3erie56) 20.07.11:90 Print Run 20 of 30 Jab We M135XCO01 Spain Tower 15 WLS#1 : Beam Loads Cont... Job No Sheet No Rev So088671 21 Part Ref ey NRK Date21-Sep-17 G'a BEA `iie M135XC001 Spain ToweCs I DateRme 09-OCt-2017 15:22 Beam Type Direction Fa -Da (in) Fb Db Ex. (in) 24 'UNI Ibf/ft GZ 23.600 - - - - 25 - UNI Ibf/tt -GZ- -3.600, - - - - 26 UNI Ibf/tt GZ -3.600- - - - 27 UNI -Ibf/ft GZ -3.600 - - 26 UNI 161/ft GZ -3:600 29 UNI Ibffll GZ -3.600 - - - 30 UNI Ibffll -GZ -3.600 - - - 31 UNI Ibf/ft GZ _ 3.600 - - 32 UNI - -Ibf/fl GZ -3.600 - - - 33 UNI Ibffll GZ -3.600 - - 36 - UNI Ibffll GZ -3.600 - - - 39 UNI Ibf/ft GZ -3.600 - - 40 UNI Ibf/ft GZ -3.600 - - - _ 41 UNI Ibffll GZ -3.600 - - - 42 UNI Ibf/tt GZ -3.600 - - - 45 UNI _Ibf/ft GZ -2.400 - - - 46 UNI Ibf/fl GZ -2.400 - - - - 47 UNI Ibf/ft _ GZ -2.400 - - 48 UNI _ _ Ibf/ft GZ -2.400 - - - 49 UNI _Ibf/ft GZ -2.400 - - - 50 UNI Ibf/ft GZ -2:400 - - - - _ 51 UNI Ibf/ft GZ -2.400 - - 52 UNI _ Ibffll GZ -2.400 - - - 53 UNI MAI GZ -2.400 - - 54 UNI Ibf/ft GZ -2.400 - - - - 55 UNI Ibf/ft GZ -2.400 - - - 56 UNI Ibf/ft GZ -2.400 - - - - 57 UN( Ibf/ft GZ -2.400 - - 58 UNI Ibffll GZ -2:400 - - - - 59 UNI Ibf/ft GZ -2.400 - - - - 60 UNI Ibf/ft GZ -2.400 - - - 61 UNI Ibf/ft GZ -2.400 - - 62 UNI Ibf/ft GZ -2:400 - - - 69 UNI Ibf/ft GZ -2.400 - - - 71 UNI Ibf/ft GZ -3.600" - - - - 72 UNI Ibf/ft GZ -3.600 - - - 75. UNI Ibf/ft GZ -3:600 - - - - 77 UNI Ibf/ft GZ -3.600 - - Print Tme/Date: 09110=171526 RTAAn Prn VRi IRPI FCTc.d.e, Rl 9n n741 on i Pdnt Run 21 0130 Job No � Sheet No flav F2P50088671 j 22 awSoftware licensed to Dewbeny Pail Job Me M135XC001 Spain Tower flee By NRK Dd1e21-Sep-17 bbd BEA Client Rle M135XC001 Spain Tower., o-arerr"'e 09-Oc1-20171522 16 WLS#20 : Node Loads : Node FX (kip) FY �- (kip) FZ (kip) MX (WP1D) MY (kip -in) MZ - (wPin) 71 - - - -0:037 - - - - 72 - - -0.037 -- -- - -- _. 75 . - .. -0.016 76 - - - -0.041 Beam Type Direction Fa Da (in) Fb Die - Ea. (in) 1 UNI Ibf/ft GZ -2.400 - - - - 2 UNI - Ibf/fl GZ -2.400 - - - - '3 UNI 161/ft GZ -2.400 4 - UNI Ibf/ft -GZ -2.400- - - - - 5 UNI Ibf/it GZ -2.400 6 UNI � Ibf/it GZ -2.400 - - 7 UNI Ibf/it GZ -2.400 - - - - 6 � UNI Ibf/it GZ -2.400 - - B� UNI-- Ibf/ft GZ -2.400 - 10 UNI Ibf/ft GZ -2.400 - - A1 UNI Ibf/ft - GZ -2.400 - - - - 12' UNI Ibf/fl GZ -2.400 - - - 13 UNI Ihf/fl GZ -2.400 - - 14 UNI Ibf/fl GZ - -2.400 - - 15 UNI Ibf/fl _ _GZ -2.400 - - 96 UNI Ibf/fl _. GZ -2.400 - - 17 UNI Ibf/fl GZ -2400 - - - 18 UNI Ibf/fl GZ -2400 - - 19 UNI Ibf/fl GZ -3.600 - - 20 UNI Ibi/fl GZ -3.600 - - - 21 UNI Ibf/fl GZ .9.600 - - 22 UNI Ibf/fl GZ .3.600 - - - - 23 UNI Ibf/ft GZ -3.600 - - 24 UNI Ibf/ft GZ -3.600 - - - 25 UNI Ibf/ft GZ .9:600 - - - 26 UNI Ibf/ft GZ -3.600 - - - - 27 , UNI Ibf/ft GZ -3.600 - - - 2e UNI Ibf/ft GZ -3.600 - - - 29 UNI Ibf/it GZ -3.600 - - - - 30 UNI Ibf/it GZ -3.600 - - - - 31 UNI Ibflit GZ -3.600 - - - 32 UNI Ibf/it GZ -3.600 - - - - 33 UNI Ibf/it GZ -3.600 - - - - 36 UNI Ibf/it GZ -3.600 - - m umemate: osnarzon 1526 STAAD.Pro V6i (SELECTseries 6) 20.07:11:90 Pdntflun 22 of 30 1 Jab No Sheet No - Fiev 50088671 23 Software licensed to Dewbeoy PM Job TWO M135XC001 Spain Tower set - -- By NRK - oate2l-Sep-17 ---chd BEA Ment Fie M135XC001 Spain Towers DabRime 09-Oct-201715:22 16 WLS#2(Z) : Beam Loads Cont... : Beam Type Direction Fa ---Da (In) Fb Dti '- Ecc. (in) �39 UNI Ibf/ft GZ -3.600 - --- - - 40 UNI Ibf/ft :GZ -3.600 - - - 41 UNI - Ibf/fC " :GZ -3.600 - - - - 42 UNI" Ibf/ft GZ -3.600 - - - - 45 UNI Ibf/ft GZ - -2:400 - - - 46- UNI Ibf/ft �GZ -2.400- - - - 47 UNI Ibf/It --- -GZ -2400 --- -- - _ - 48 UNI Ibf/It GZ -2.400 - - 49 UNI Ibf/fl GZ -2.400 - - - 50 UNI Ibf/ft GZ -2.400 - - 51 UNI Ibf/ft -- GZ -2400 - --- - --- �� - 52 UNI Ibf/fl GZ -2400 - - - 53 UNI Ibflft GZ -2400 - - - 54 UNI Ibflft GZ -2400 - - - - - - 55 UNI Ibf/ft GZ -2.400 - - - 56 UNI _ _Ibf/ft GZ -2.400 - - - 57 UNI Ibf/ft GZ -2.400 - - - - 58 _ UNI Ibf/ft _ GZ -2.400 - - - 59 UNI _ Ibf/ft "GZ -2.400 - - - - 60 UNI Ibf/ft GZ -2.400 - - 61 UNI Ibf/ft GZ -2.400 - - - - 62 _ UNI Ibf/ft GZ -2.400 - - - 69 UNI _ Ibf/tl GZ -2.400 - - - - 71 UNI Ibf/tt 72 UNI Ibf/tt GZ 75 UNI Ibf/fl GZ -3.600 - - - - 77 UNI IbF/ft 'GZ -3.600 Node FX ... NO FY (kip) FZ . (wP) MX . (wP IB) MY (wa in): MZ .. (wP iN 71 0.021 - - 72 0.021 - - 75 0.009 - - - - 76 0.023 - - - - 77 0.023 - - - nt nme/oate: oanorzon 1526 STAAD.Pro V61 (SELECTseries 6) 20.07:11:90 Pnnt lion 23 of 30 1 Job No I Sheet No Rev 50088671 24 Software licensed to Dewberry Part Job rue M135XC001 Spain Tower - Ref - --- Ry NRK Date21-Sep-17 C^a BEA Client" Fie M135XC001 Spain ToWer.s DateRme 09-Oct-201715:22 18 WLSOM : Node Loads Node FX -(MM - FY NO .FZ (Wp) .: MX -- (kipin) MY (kipin) MZ (kipin) - 71 - - - -- - -0:018 - - - - -0.018 --- -- - - 74- - -- -0.009 - - - 75 - -0.014 - - 76 - - -0.019 - - n. - - -0.019 - 19 WLS#3(X):"Node Loads Node_RO.031 FY (kip) NO (kipin) M---X MY (kipin).. M-Z (kp.in. ) 7172740.031 - - - -- 75 - ..F.---Z . 76 - 77 - 78 0.026 19'WLS#3(X) : Beam Loads Beam 'Type Direction Fa Da (in) Fb Db Ecc: (in) 19 UNI Ibf/ft GX 3.600 - - 20 UNI Ibf/ft GX 3.600 - - - 21 UNI Ibf/ft GX 3.600 - - 22 UNI Ibf/ft 3.600 - - - 23 UNI Ibf/it _GX GX 3.600 - - 24 UNI _ Ibf/ft GX 3.600 - - - 25 UNI Ibf/ft GX 3.600 - - 26 UNI Ibf/ft GX 3:600 - - - - 27 UNI Ibf/ft :GX 3.600 - - 28 UNI Ibf/ft GX 3.600 - - - 29 -UNI ._.Ibf/ft GX �3.600- 30 "UNI Ibf/ft GX 3.600 - - - 31 UNI Ibf/ft _ GX 3.600 - - 32 UNI Ibf/ft GX 3.600 - - - - 33 UNI Ibf/fl GX 3.600- 36 UNI Ibf/fl GX 3.600 - - - 39 UNI Ibf/ft GX 3.600 - - - - 40 UNI Ibf/St GX 3.600 - - - - 41 UNI _Ibf/ft GX - - - 42 UNI Ibf/ft GX 3162020 - - - d Tme/ate:c9110MOT11526 STAAD.Pro VBi(SELECTseries 6) 20.07.11.90 rent mn zc or au N Jab No Sheel No Rev 50088671 25 ! Software licensed to. Dewberry Pan Job Ttle M135XCO01 SpainTower Ref By NRK -- - - Date21-Sep.17 - Chd BEA Client Fie M.135X0001 Spain Towers Date/nme 09-Oct-2017 15:22 19 WLSOM : Beam Loads Cont... 20 WLS#4 : Node Loads -Beam Type Direction. Fa --De (in) Fb Db �- -Ecc. (in) 43 UNI Ibf/ft GX 2:400 ' 44 -- UNI IbUft Node FX . _(WP)'-- FY (wP) FZ _(Wp) MX - .(wPin) MZ (WPin) 71 0.033 -72 0.033 -74 0.018 -75 n(Wrin). �0.032 -760.034 -77 - 78 intTmelDate: 09/10/20171526 STAAD.ProVBi (SELECTseries 6)20.07.11.90 Print Run 25 of 30 Job No Sheet No - nev 50088671 26. -Software licensed to Dewberry Part Job Ttle MI35XC001 Span Tower net By NRK Dats21-Sep-17 Chi BEA Client " -' - ,. _ Fie M135XC001 Spain Towers Memme 09-Oct-201715:22 20 WLS#4 : Beam Loads Beam Type Direction. .Fa -- Da (in) Fb Db -- Ecc. (in) 19 "UNI lbf/ft GX. -- 3.600 - -- - - = 20" UNI Ibf/ft 'GX 3.600 - - - - 21 UNI Ibf/ft 'GX 3.600 - - - -22 :UNI-Ibf/ft GX �3.600 - - .23 UNI 'Ibflft GX 3:600 24 UNI Ibf/ft GX 3.600 - - - 25 UNI Ibflft GX13.660000 - - - - 26 -UNI Ibf/ft GX - - - 27 UNI Ibf/ft GX 28 UNI Ibf/ft �GX29 UNI Ibflft 'GX30 UNI MAI: GX31 UNI Ibf/ft GX32 " UNI Ibf/it GX - - 33 UNI _ Ibf/ftrGX 3.600 - - - 36 UNI Ibf/ft 3.600 - - - 39 UNI " Ibf/ft 3.600- 40. UNI Ibf/ft 3.600- 41 UNI Ibf/ft 3.600 -42 UNI Ibf/ft 3.600 -43 UNI Ibf/ft 2.400 44." UNI Ibf/ft 2.400 - - 45 UNI Ibf/ft 'GX 2.400 - - - - 46 UNI Ibf/ft GX 2.400 - - - 47 UNI Ibf/ft GX 2:400 - - - 48 UNI Ibf/ft GX 2.400 - - - 49 UNI Ibflft "GX 2.400 - - - - 50 UN( .' Ibf/ft GX '2.400 - - - 51 UNI Ibf/ft GX 2.400 - - - - 52 UNI Ibf/fl GX 2.400 - - 53 UNI Ibf/ft 'GX 2:400' - - - 54 UNI Ibf/it GX 2.400 - - 55 UNI Ibf/ft GX 2.400 - - - - 56. UNI Ibf/ft GX 2.400 - _ - 57 UNI Ibflft GX 2.400 - - - - 58 UNI Ibflft GX 2.400 - - - - 59. 'UNI Ibf/ft GX 2:400 - - - - 60. UNI Ibflft . GX 2.400 - - - - 61 UNI Ibf/ft GX 2.400 - - - - 62 "UNI Ibflft GX 2.400 - - - 63 UNI Ibf/ft GX 2.400 - - - - 64 UNI Ibf/fl _ GX 4.800 - - - - 65 UNI Ibflft "GX 4.800 - - - - 66 UNI Ibf/fl GX -4.800 - - - 67 UNI Ibf/ft GX 4.800 - - - - nt ➢me/Date:0911e/P6l7l526 STAAD.Pro V8i(SELECTseries 6) 20.07.11.90 runt me zb 01 Ju -� Software I Job Title M135XCO01 20 WLS#4 : Beam Loads Cont... Job No Sheet No Rev 50088671 27 Pad Ref By NRK Dat121-Sep-17 Cnd BEA Fle M135XCO01 Spain Towers I Date?me 09-Oct-2017'15:22 Beam Type Direction, Fa -Da (in) Fb Db Eoc. (in) 68. UNI Ibf/ft GX "4.800 - - - 70 UNI Ibf/ft :GX" 3.600- 71 UNI Ibflfl GX 3.600- - - - 72 UNI Ibf/ft GX 3.660 75 UNI - Ibf/ft GX 3.600 77� Uft UNI Ib .GX 3.600- - - - - Node Displacement Summary - Node 'L/C X (in) Y - (in) Z (in) Resultant (in) rX (red) -rY (red) rZ (rad) MaxX .51 25:1.2D+1.6WI 2.193 -0.078 2.341 3.209 0.007 0.046 -0.009 min 51 31:1.2D+1.6WI -2.164 0.009 -2.213 3.695 -0.005 -0.046 0.009 MaxY 35 31:1.2D+1.6WI -1.951 .0.134 1.064 2.227 -0.017 -0.075 -0.003 Mint .. .. 52 25:1.2D+1.6WI -. . 1:879 -0.175 . . -0..39.0 1.927 -. - 0.018 _ 0.075 0.002 Max 10 31:1.2D+1.6WI _ -1.789 0.048 3.191 3.658 -0.005 -0.065 0.001 _ -Min,Z 10 25:1.2D+1.6WI 1.796 -0.083 -3.209 3.679 0.004 0.066 -0.001 Max rX 58 29:1.21D+1.60 -0.742 .. -0.005 1.319 1.513 0.286 -0.030 0.159 Min rX 58 7:WL#4 0:568 -0.004 -1.015- 1.163 -0.068 0.023 -0.038 Max rY 20 25:1.2D+1.6WI "1.740 -0.050 -3.057 3.518 0.010 0.095 0..0.03 _ Min rY 20 31:1.2D+1.6W1 -1.724 0.021 3.033 3.484 -0.009 -0.094 -0.002 Max rZ 60 29:1.2D+1.6W1 -0.792 -0.610 1.410 1.618 0.286 -0.029 0.159 Min rZ 59 25:1.2D+1.6WI _ 0.895 -0.010 _1.565_ 1.821 0.075_ 0.041 -0.039 Max Rst 10 - 25:1.2D+1.6WI "1.796 -0.083 -3.209 3.679 0.004 0.066 -0.061 Reaction Summary Horizontal Vertical Horizontal Moment' Node - L/C - - FX (wp) FY "(kip) FZ (kip) - - MX (Idp-in) MY (kip in) MZ (kip -in) Max FX _ "65 30:1.2D+1.6W I _ 3.129 0.400 - 2.130 0.000 0.000 _ 0.000 Min FX- 65 24:1.2D+1.6WI -2.723 0.557 "-4.222 0.000 0.000 0.000 'Max FY 66 21:1".2D+1.6WI -0.185 _-0.763 2.837 0.000 0.000 "0.000 Min FY 65 _ _ 2:W L#1 _0.088 -0.143 1.838 0.000 0.000 '0.000 Max FZ' 68 -_ 25:1.2D+1.6WI - 0.715 0.021 - 3.830 0.000 0.000 _ 0.000 Min FZ 65 25:1.2D+1.6WI -2:642 0.617 -5.168 0.000. 0.000 0.000 Max MX 65 1:DEAD 0.169 - "0.399 -0.872 0.000 0.000 "0.000 Min MX 65 1:DEAD 0:169 0.399 -0.872 0.000 0.000 "0:000 Max MY "65 1:DEAD 0.169 0.399-0.872 0.000 0.000" 0.000 Min MY 65 1:DEAD 0.169 0.399 -0.872 0.000 0.000 0.000 Max MZ 65 1:DEAD 0.169 _' 0.399 -0.872 0.000 0.000 "0.000 Min MZ 65 1:DEAD 0:169 0.399 -0.872 0.000 0.000 "0.000 Ptlnl Tme/Date:09110120171526 CTAAn Pin VRi mri Fr:Teorioe M Print Run 27 of 30 Software licensed to Dewberry Job No 50088671 Sheet No 28 Rev Part Job Title M135XC00J Spa in Tower Ret By NRK Dale21-Sep-17 Ced BEA Client He 1035XC001 Spain TowecS DateRme 09-Oct-2017 15:22 Utilization Ratio Pnnt TmelDale:09110/20171526 STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Print Run 2e o13o -Beam Analysis Property Design Property Actual Ratio Allowalil Ratio Ratio (AcVAI(ow:} Clause--- L/C Ax (ins) li (in°) ly (in`) .. 'Ix (in') - 1 L25253 L25253 0.063- 1.000 .. 0.063- LRFD-H7-1 B- . 25 0.901 0.209 -0.866 0.011 " :2. L25253 L25253 0.361 1.000 0.361 LRFD-H7.1 B- 27 0.901 ' 0.209 0.886 0.011 3 L25253. L25253 - 0.529 1.000 0.529 LRFD-H7-1B--'24 0.901 0.209 0.886 0.011 4 L25253 L25253 .0.688 1.000 0.688 LRFD-H7-1 B- 25. 0.904 0.209 .'0.886 0.011 5 L25253 L25253 - 0.575- 1.000 0.575 LRFD-H7-1 B- 25' -0.901 0.209 0.011 6 L25253 L25253 0.604 1.000- �0.604 LRFD-HI-1B--..24 0.901 0.209 0.886 0.011 7 L25253 1.164 1.000 - 1,164 LRFD-HI=1 B- 31 0.901. - 0.209 0.886 0.011 6 L25253 0.959 1.000 0.959 LRFD-HI-1 B- 31 0.901 0.209 0.886 0.011 9 L25253 0.035 1.000- - 0.035 LRFD-H1-18- 22 0.901 0.209 :0.886 0.011 AO tL25253 L25253 0.216 1.000 0.216 LRFD-H1.18-- 27 0.901 0.209 0.886 0.011 11 - L252530.663 1.000O.fi63 1RFD-H1-18-27 0.901. 0.209 0.886 0.011 12 L25253 0.910 1.000 0.910 LRFD-HI-1B- 25 0.901 0.209 0.886 0.011 13 L25253 1.569 1.000 1.569 CRFD-H1-16-25 0.901 0.209 0.886 0.011 14 L25253 2.103 1.000 2.103 LRFD-H1.18-- 25 0.901 0.209 0.886 0.011 15 L25253 - L25253 1.338 1.000 1.338 LRFD-H1=18-- "31 0.901 0.209 0.886 0.011 16 L25253 L25253 4.081 1.000 4.081 LRFD-H1-18- 31 0.901" 0.209 0.886 0.011 17 L25253 L25253 2.690 1.000 2.690 LRFD-HI-18- 31 0.901 0.209 '0.886 0.011 18 L25253 L25253 0.809 1.000 0.809 LRFD-H7-18-' 31 0.901 0.209 0.886 0.011 19 PIPS20 PIPS20 0.001 1.000 0.001 LRFD-HI=1 B- 21 1.020- 0.627 0.627 - 1.254 20 -PIPS20 _ PIPS20 0.170 1.000 0.170 LRFD-HI-18- 25 1.020 0.627 0.627 1.254 21 -PIPS20 PIPS20 0.001 1:000 0.001 LRFD-HI-1 B- 21 1.020 0.627 0.627 1:254 22 PIPS20 PIPS20; 0.001 1.000 _ 0.001 LRFD-HI-1 B-; 21 1.020 0.627 0.627 1.254 23 PIPS20 PIPS20 0:176 1,000 0.176 LRFD-Hi=1B- 29 1.020 0.627 0.627 1.254 24 PIPS20 _ PIPS20 0.001 1.000 0.001 LRFD-H7-1 B- 21 1.020: 0.627 0.627 1.254 25. PIPS20 PIPS20_ 0.001 1:000 0.001 LRFD-Ht-1B-_ ., 21 1.020 0.627_ 0.627 11254, 26. PIPS20 PIPS20. 0.197 1.000 0.197 LRFD-HI-1B- 25 1.020 0.627 0.627 1.254 27 PIPS20_. PIPS20 0.001. 1.000 0.001 LRFD-H7=1B- 21 1.020 0.627 6.627 1.254 28 PIPS20 PIPS20 0.001 1,000 0.001. LRFD-Hi-1 B- 21 1.020. 0.627 0:627 1.254 29. PIPS20 PIPS20 0.349 1:000 0.349 LRFD-H7-18- 24 1.020 0.627 `0.627 1.254 30. PIPS20 PIPS20. 0.001 1.000 0.001 LRFD-H7-1B-! 21 1.020 0.627- 0.627 1,254 31 PIPS20, PIPS20 0.001., 1.000 0.001 LRFD-H7-18- 21 1,020 0.627 0.627 1.254 32 PIPS20 PIPS20 0.220 1.000 0.220. LRFD-H7-1 B- 25 1.020 0.627 '0.627 1.254 .33. PIPS20 PIPS20. 0.001' 1:000 0.001 LRFD-H7-1 B- 21 1.020 0.627 0.627 ' 1254. 34; PIPS20 PIPS20. 0.000 1.000 0.000 LRFD-H7-1B-. 1 1.020 0.627 0.627 1.254 35 PIPS20 PIPS20 0.465 7.000 0.465 LRFD-Hi=1B- 25 1,020 0.627 0.627 1.254� 36 PIPS20 _ PIPS20 0.172 1.000 0.172; LRFD-H7-1 B- 24 7.020'. 0.627 0.627 1.254 37 PIPS20 PIPS20 0.000 1.000 0.000 LRFD-Hi-1 B- 21 1.020 0.627 ' 0.627 1:254. 38_ PIPS20 PIP520 0.425 1.000 0.425 LRFD-H7-1B- 27 1.020 0.627 0.627 1:254 39 PIPS20. PIPS20 0.001 1.000 0.001 LRFD-HI-1B- 21 1.020 0.627 0.627 1.254� 40 PIPS20 PIPS20 0.004 1.000 0.004 LRFD-H7-1 B- 21 1.020 0.627 0.627 1.254 41. PIPS20 PIPS20 0.246 1:000 0.246 LRFD-H7-1 B- 25 1.020 0.627 0.627 1:254 42" PIPS20 PIPS20. 0.001 1.000 0.001 LRFD-H7-1B-' 21 1.020 0.627 0.627 1.254 43 L20203 L20203 0.146 1.000 0.146 iRFD-H7=1B- 31 0.722 0.109 0.437 0.009 44 L20203 L20203 0.081 1.000 0.081 LRFD-H7-1 B- 25 0.722 0.109 0.437 0.009 45 L25253 L25253. 0.231 1:000 0.231 LRFD-H7-1 B- 21 0.901 0.208 0.886 0.011" P Software licensed to Dewh Jab Title M135XC001 Spain Tower Utilization Ratio Cont... Jab No Sheet No 5008867t 29 Pod . . Rat By NRK Datc21-Sep-17 "'fie Ml35XC001 Spain:TowerS Date/t Rev 09-Oct-201715:22 1 Beam Analysis Property --Design Property . Actual .Ratio Allowatil Ratio Ratio (Act./Allow.) Clause -- L/C Ax (in2) Iz - (in") ly (in') -- Ix - (in°) 46 L25253 - L25253 0.365 1.000 ... 0.365 LRFD-HI-113- .26 0.901 0.209 0.886 0.011 47. L25253 L25253 " 0.321 1.000 "- . 0.321 LRFD-HI-1A-.. "31 0.901 '0.209 0.886 0.011 48 L25253 L25253 0.400 1.000 - " 0.400 -LRFD-HI-1B- 22 0.901 '0.209 0.886 6.011 49 �L25253 L25253 0.232 1.000 0.232 LRFD-Ht-1 B- 21- 0.901 0.209 0.886 0.011 50 L25253 L25253 0.379' ' 1.000 0.379- LRFD-H7-1B- 22 6.961 0.209 0.886-' 0.011 51 L25253 L25253 0.319 1.000 0.319 LRFD-H1.1 A- 31 0.901 0.209 0.886 0.011 52 1-25253- L25253 0.349 1.006 0.349 LRFD-H7.1B-- 22 0.901 6.269 0.886 �0.011 53 1-20203 L20203 0.008 1.000 0.008 COMPRESSI 22 0.722' 0.109 0.437 0.009 -54 L20203 L20203 0.008 1.000 0.008 COMPRESSI 22 0.722 0.109 0.437 0.009 55 L25253 L25253 0.420 "1.000 0.420 LRFD-H7-1B-. 22 0.901 0.209 0.886 0.011 56 L25253 1-25253 - 0.369 1.600 - 0.369 LRFD-H7-16- '22 0.901 " 0.209 0.886 0.011 57 L25253 L25253 0.351 1.000 0.351 LRFD-H7-1B- 22 0.901 0.209 0.886 0.011 58. L25253 L25253 0.363 1.000 6.363 LRFD-H1-1 B- 22 0.901 0.209 0.886 0.011 59 L20203 L20203 0.093 .. 1.000 .. 0.093 .. COMPRESS_ I 25 0.722 0.109 0.437 '0.009 60 L20203 L20263 0.034 1.060 - - 0.034 TENSION 25 0.722 0.109 0.437 :0.609 61 L20203 L20203 0.025 1.000 6.025 TENSION 29 0.722 0.109 0.437 0.009 62 1-20203 1-20203 0.066 1.000 0.066 COMPRESSI " 29 0.722 0.109 0.437 0.009 63 L20203 L20203 - 0.137 1.000 _ 0.137 COMPRESS_ I-- 31 0.722 '0.109 0.437 0.009 64 PIPS40", PIPS40 0.000, 1.000 -0.000 SHEAR-Y 23 2.960" "6.820 6.820. 13.640 65 "PIPS46 PIPS40 0.199 1.000 0.199 LRFD-HI-1B- 25 2.960, 6.820 6.820 13.640 66 PIPS40 PIPS40. 0.000 1:000- - :" 0.000 SHEAR-Y _ . 23 2.960" 6.820 6.820 13.640. 67 , PIPS40 PIPS40 . 0.202 -1.000 " "_ 0.202 LRFD-HI-1B- 25 2.960 6.820 6.820 13.640 68 PIPS40„ PIPS40 0.084 1.000 "" 0.084 LRFD-H7-1B-' '22 2.960 "6.820 6.820. " '13.640 69 "L25253 _ L25253 4.073 1.000 4.073 LRFD-H7-1B- 31 0.901, 0.209 0.886 0.011 70 PIPS20 PIPS20. "0.422 1:000- " .," 0.422 COMPRESSI" : 25 1.020 0.627 "" 0.627 - - 1.254. 71 PIPS20 PIPS20 0.010 "1.000 " 0.010 LRFD-H7-1 B- 21 1.020 0.627 0.627 1.254 72 PIPS20.._ PIPS20 - 0.150 1.000 0.150 LRFD-HI-1B-- "25 1.020 '0.627 0.627 -" 1.254 73 "PIPS20 PIPS20 0.250 1.000 0.250. LRFD-H7-1B- 21 1.020: 0.627 0.827-. 1.254 74 PIPS20 PIPS20 0.173 1:000 0.173 LRFD-Hl-1B- 25 1.020 0.627 "" 0.627 - 1.254 75 " PIPS20 PIPS20. 0.037 1.000 "" 0.037 LRFD-Hl-1B- 21 1.020 0.627- 0.627 1.254 PIPS20 PIPS20 0.500, 1.000 0.500 LRFD-Hl-1B-- 21 1.020 0.627 0.627 - 1.254 "PIPS20 PIPS20 0.024 1.000 0.024 LRFD-Hl-1B- 21 1.020 0.627 0.627 1.254 E77 PIPS20PIPS200.136' " 1:000- 0.136 LRFD-H7-1B- 21 1.0200.627 " "0.627 1.254PIPS20 PIPS20 0.181 1.000" : 0.181 LRFD-H7-1B- 24 1.020 0.627 0.627 - 1:254PIPS20-" PIPS20" 0.526 1.000 " "" 0.526 LRFD-H7-1B- 23 1.020 '0.627 0.627 - 1.254" nt umefuate: usnurzmI m:ee STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Pant Run 29 of 30 A Job No - Sheet No Rev 50088671 30 Software licensed to Dewboe Part . Jab Title M135XC0OI Spain Tower Ref By NRK ... - Date21-Sep.17 ...Chd BEA Clieni - - - -- - Re M135XCO01 Spain Tower.s Dale ,me 09-Oct-201715:22 EXISTING MEMBERS Failed Members ARE OVERSTRESSED Beam Analysis Property -Design Property Actual Ratio Allowabl Ratio Ratio ctJNlow.) Clause- UC Ax (in2)(ire) - -Iz ly (in4) -- Ix (In') 16 1-25253 -1-25253 '4.081 1.000 = FD-1-17-18- .31 0.901 0.209 0.886 0.011 " 69� L25253 L25253 � 4.073 1.000 OM73) L FD-H1-18- 31 0.901 .'0.209 0.886 0.011 17 L25253 L25293 2.690 1.600 -L FD H7-16- 91 0.901 - "0209 0.866 O.1711 14 1-25253 L25253 2.163 1.000 _ FD-H1-1 B- 25 0.901 0.209 0.886 0.011 13 L25253 L25253 1.519 1.000 w Qw-"s�6R FD-H1-1B- 25 0.901 0.209 ' 0.886 0.011 15 L25253 L25253 1.338 .1.000" ..U!WKmq FD-HI-1B- 31 0.901 '0209 0.886 0.011 .7 L25253 L25253 1.164 1.606 "" FD-H11B- 31 0.901 1 '0.209 0.886 0,011 2 00356 ] 3 2 .66e005 .00961 3 300299 .25 0.321 - 7 am Y9990fi 1 q 2.6 G 4.0]1 5 .74e005 0.232 6 p5 '4 67 E�Oa 00090G 5 "134 - .13 .199 1' 0070 0A ] 5 1 2 $06 22 8 ,1 0 -1 A009 A65 6 -137 0231' 21 ] 1 0 _ 0199 0. 2 60 9 03 9 61�46 " .D000� .00 Mar 6 ' 0.959 .000904 S 4 OA2 614 DAn 1.16 D.000909 . .176 50 26 b- 6 ..6.5]56 5 000900 9 45 .17 0.680 D.000904 D.1]2 ] 3 d4 5 .05 26 0529 .0009" 43 0]61 0 9 A00904 .000904 49 4242 y 42 z� Load 31 afi Utilization Ratio 1 nmerome: u9n Waul11OYb STAAD.Pio VBi (SELECTseries 6) 20.07.11.90 Pnl Run 3001 Job No " Sheet No - Rev F;A.2§50088671 1 Software licensed to Dewbeny Part Job Title M135XCO01 Spain Tower Ref MODIFICATION By NRK DaIe21-Sep-17 Chd BEA ciieni -- -- - ,. He 1035XC001 Spain Tower (il Datemme 09-Oct-201715:34 Job Information Engineer Checked Approved Name:. - -'NRK - SEA Date:: 21-Sep-17' Project ID . Project Name- - --- - '" Structure Type I SPACE -FRAME Number of Basic Load Cases `13 Number of Combination Load Cases 24 Included in this rintout are data for: All ..The W hole Structure /nclur/N in thi< nrinfnut aro rocuNc ynr /nail romo Number of Nodes -81 .Highest Node 81 Number of Elements - 83 -Highest Beam 83 Type UQ' Name Primary_ 1 DEAD Primary 2 ._... WL#1 " ' Primary 3_" WL42(Z) Primary 4 WL#2(X).,'". Primary..' 5 WL713(Z). Primary 6 _ .- WL#3(X) .. Primary 7.. ,. WL#4 " Primary 15 WLS#1.:.. Primary - 16 WLS#2(Z).._ Primary 17 '_"- WLS#2(X) :Primary 18,' ,WLS#3(Z) Primary 19 WLS#3(X)'. Primary 20 WLS#4 i ... ..Combination 21 ., 1.2D+1.6WL#1'. Combination 22 , 1.2D+1.6WL#2 Combination 23 1:2D+1.6WL#3 " Combination - 24 1.2De1.6WL#4 " Combination .25 .. "1.2D+1.6WL#5 Combination 26, 1.20+1.6WL#6 Combination 27 1:2D+1.6WL#7 Combination 28 1.2D+1.6WL#8 Combination 29 1.2D+1.6WL#9. Combination 30 1.20+1.6WL#10.. Combination. 31 1.20+1.6WL#11 Combination 32 1:2D+1.6WL#12 " PrntTme/Da1e:09/10/201715:50 STAAn P- VRi ICPI FCTmdae Rl On n7 ar on Pdnf Rim t'. of M I V� Sattware licensed to Oawt Job Tina M135XCOOI Soain Tower Job Information Cont... --Type -VC Name Combination 48 1.OD+I.OWLS#4 Combination 49 I.OD+1.OWLS#5 Combination 50 1.OD+I.OWLS#6 Combination- 51 1.OD+I.OWLS#7 -- Combinatioo - 52 1.01)c1.0WLS#8 - -- Combination 53 - 1.OD+I.OWLS#9 -Combination 54 - 1.OD+I.OWLS#10 Combination - 55 1.OD+I.OWLS#11 Combination 56 1.OD+I.OWLS#12 M Rendered PdntlimefDa1e:09/10/2017 15:50 Job No Sheet No Rev 50088671 2 Part Ref By NRK Da1E21-Sep-17 C'd BEA F1B M135XCO01 Spain Tower (j Datenime 09-Oot-2017 CTAA❑ P- %/OI /CFI CCT—i— 91 On n711 On TO 30 Sofhvare fieenaee to Dewb Job Tile M135XCO01 Spain Tower Job No I Sheet No Rev 50088671 3 Ref By NRK ...... oate2l-Sep-17 Cna 13EA File M135XC001 Spain Tower Q Date/nme 09-Oct-2017 z a z 17 A a 1 5 A B] 8 B 119 1 11 0 ] B ] AS 5o 5 6 U ] 5 a] e9 a3 LaaER N Node Numbers Nodes Node - X (in) Y (in) z (in) ..1 - - 0.000- 0.000 - 0.000 2 '4.006 0.000 0.000 3 22.000 0:000 0.000 4 56.000 0.000. 0.000 5 62.000 0.000 0.000 6 95.000 0.000 0.000 7 108.000 0:000 0.000 8 142.000 0.000. 0.060 9 160.000 0.000 0.000 10 164.000 0.000 o.000 11 0.000 39.000 0.000 12 4.000 39.000. 0.000 13 22.000 39.000 0.000 14 56.000 39.000 0.000 15 82.000 39:000 0.000 16 95.000 39.000- 0.000 17 108.000 39.000 0.000 18 142,000 39.000 0.000 19 160.000 39.000 moo 20 164.000 39.000 0.000 21 4.000 0.000 3.000 nt Tme/Date: 09110/201715:50 STAAD.Pro V8i (SELECTSeries 6) 20.07.11.90 Pdnt Run 3 of 30 n4w Sottwamlicensed tooewbeny Job No 50088671 Sheel No 4 Rev Pan JobTitle M135XC001 Spain Tower not By NRK Date21-Sep-17 Chd BEA Client File M135XCO01 Spain Tower (I Date?me 09-115:34 Nodes Cont... Pdntllme/Date:0911WO1�15:50 RTAAn Prn VRi IRFI W1Teori. R19n n711 on Hot Run 4of 30 Node X - (in) Y (in) - Z (in) 22 - 22.000 0.000 3.000 23 56.000 0.000 3.000 24 82.000 0.000 3.000 25 95.000 0.000 3.000 26 108.000 0.000 3.000' 27 142.000 0.000 3.000 28 1fi0.000 0.000 3.000 29 4.000 39.000 3.000 30 22.000 39.000 3.000 31 56.000 39.000 3.000 32 _ 82.000 39.000 3.000 33 95.000 39.000 3.000 34 108.000 39.000 3.000 35 142.000 39.000 3.000 36 160.000 39.000 3.000 37 _ 4.000 45.000 3.000 36 56.000 45.000 3.000 39- 82.000 _ 45.000 3.000 40 _ 108.000 45.000 3.000 41 160.000 45.000 3.000 42 4.000 -6.000 _ 3.000 43 56.000 -6.000 3.000 44 82.000 -6.000 3.000 45 108.000 -6.000 3.000 46 160.000 -6.000 _ _3.000" 47 95.000 62.500 3.000 48 95.000 -43.500 3.000 49 22.000 -6.000 3.000 50 142.000 -6.000 3.000 51 22.000 78.000 3.000 52 142.000 78:000 -3.000 53 82.000 0.000 -46.000 54 -82.000 39.000 "-46.000 55 41.000 39.000 " :=23.000 56 41.000 0:000 -23.000 57 123.000 39.000 -23.000 58 123.000 0.000 -23.000' 89 44.053 0.000 +24.712 60 126.052 0:000 -21.288 61 37.938 0.008 -21.282 62 119.938 0.000 -24:718 63 82.000 48.000 -46.000 64 82.000 -3:000 -46.000 65 82.000 43.500 -46.000 66 82.000 4.500 -46.000' 1 Job No Sheet No Rev 50088671 5 4wj Sof Ware licensed to oewbeny Part Job Td. M135XCO01 Spain Tower Ref By NRK oatL21-Sep-17 C6d BEA liens - - - Fie M135XC001 Span Tower (I oateRme 09-CCt-2017 15:34 Nodes Cont... IB 0 1 n 61 11 8 18 B. 1< lz�i Bim s as B$ � m x �i 8 a B 1 B Loaf] Beam Numbers Node X-- - (in) Y (in) - -Z (in) 67 - - 131.000 39.000 0.000 68 107.000 39.000 -117.500 69 _ 142.000 66.000 3.000 70 142.000 8.000 3.000 71. - - - 95.000 72.500 3.000 •72 95.000 21.000 3.000 73 142.000 - 58.000. 3.000 74 95.000 55.750 3.000 75 95.000 _-12.000 3.000 76 22.000 66.000 - - 9.000 77 22.000 6.000 - 3.000 78 _ 22.000 56.000 3.000 79 158.000 _ 39.000 0.000' 80 57.000 - 39.000 -117.500 81 6.000 39.000 0.000 ATma/Date: 69/10/201715:50 STAAD.Pio VSi (SELECTseries 6) 20.07:11.90 Ptlnl Run 5oi 3e. Job Ttle M135XCO01 Spain Tower Beams Beam Node A. Node Length (in) Property -- (degrees) 1 1 - 2 4.000 2 -45 .2- 2 .3 :.18.000 2 45 .. 3 3 . .. .4 ... :.. 34.000 2 - ---- 45 4 -4 5 26.000 2 45 5 - 5 6 13.000 2 45 .6 6 -7 i:.13.000 2 45 - -7 - 7 .8 -_R126.000 2 .:. 45 8 8 9 1:2 45 9 9 10 2- 45 10 11 12 2 - - 135 11 - 12 81 2 -` 135 12 13 14 -'2 135 13 - 14 _ 15 2 135 14" 15 16 "" 2 135 15" 16- - 17" -13.000 2 135 16 17_" _' 67 23.0002 ...2. 135 17 '18 79 16.000 135 18 19 20 4.000 2 135 19 37 29 `6.000 3 "0- 20 29 _ 21 39.000-' 3' 0 21 21 42 6.000 3 ...01 _- 22 38 31 6.000 3 :0 23' 31 23 39.000 3 '0 24 2.3 _ 43 6.000 ` 3 0 25 39 32 6.000 3 -" 0 " 26 32 24 39.000 3 0 27 24 44 6.000 3 0 28 40 _' 34 6.000 3. 0 29 34 26 1.39.000 3 0 30 26 45 6.000 3 :0 31 41 36 6.000 3 0 32 36 28 39.000 " 3 0 33 ""28 46 6.000 " 3 0 34 47 71 10.000 3 :0 35 33 72"18.000 , 3 '0 36 25 _ 75 12.000- ::3; 0 37 51 76 12.000 3 ,0 38 30 77 .' 31.000 3 0 39 22 49 6.000 3 0 40 52 . 69 12.000- 3 0 41. 35 70 31.000 3 0 42. 27 50 - "6.000 3 0 43 15 - 54 46.000 1 315 44 5 53 46.000 1 225 45 11 55 47.011 2 45 Job No Sheet No Rev 50088671 6 Pail Ref By NRK Da1E21-Sep-17 G'tl BEA Je M135XCO01 Spain Toiver(I omeRme 09-Oct-20171 mf nmeivatw. uvnwzui nmw STAAD.Pro V8i (SELECTseries 6) 20.07.111.90 Pnm Run 6 of 30 Job Tle M135XC001 Spain Tower Beams Cont... Beam Node.A. Node B Length (in) Property -0 (degrees) .46 1 - 61 43.500 2 - .135 47, 54 57 47.011 2 45 48 - 53- 62 .. 43.500 2 -135 49 .55 54 47.611. .2 45 50 56 "- - 59 3.500 2 .135 51 57 20 "" - 47.011 2 45 52 58 60- - - 3.500 2.135 53 55 56 39.600 1. 285 54 57 58 39.000 1 345 55 59 53 43.511 2 - - 135 56 60 _ 10 - 43.511 2 135 57 61 _ 56 3.511 2 135 58 -62 58 _ 3.511 2 135 59 11 61 _ 58.423 1 315 60 - 59 - 54 " "58.431 1 315 61 -54 62 58.423 1 _ 315 62 -'60 - 20 58.431" 1 315 63 15 53 60.308 1 315 64 63 65 4.500 4 0- 65 54_ 66 34.500 '4 0 66 53 64 3.000 4 0 67 - 65 54 - 4.500 4 0 68 66 53 4.500 _ 4 0 69 - 67 18 11.000 _ 2_ 135 70. 79 68 128.091- 3 0 71 - 69 73 '" 8.000 3 '0 72' - 70 27 8.000 3 0 73 71 74 16.750 3 0 74 - 72 25 21.000 3 0 75 - 73 35 19.000 3 0 76 74 33 16.750 3 0 77 75 48 31.500 3 0 78- 76 78 8.000 3 .0. 79 77 22 8.000 3 0 80 78 _ 30 19.000 3 0 81 79 _ 19 2.000"2 135 82 '81 13 16.000- 2 135 83 81 80 '128.091 3 -0 Job NO I Sheet No 50088671 7 Ref By NRK Date21-Sep-17 M135XCO01 Spain Tower Q Dater Rev mt umwuate: uw(wzm r m:w STAAD.Pro VSi (SELECTseries 6) 20.07.11.90 PM faun 7Ot 30 Job No Sheet No Rev nwp 5008867i 8 Software licensed to Dewbeey Part Job Title M135XCO01 Spain Tower Ref By NRK DatF21-Sep-17 ced BEA Client - - Fie M135XCO01 Spain Tower (I Datenime 09-Oc1-2017 15:34 Section Properties M Supports Releases Beam ends not shown in this table are fixed in all directions. Prop Section Area lyr Iu J - Material 1 L20203 0.722 -0.433 0.113 0.009 STEEL 2 L25253 0.901 0.876 0.220 0.011 STEEL 3 PIRS20 1.020 . 0.627 0.627 1.262 STEEL 4 PIPS40 2.960 ateria I 6.820 6.820-13.635 STEEL s Mat Name E v Density - -- a 1 STEEL 29E+3 0.300 - 0.000 6E-6 2 STAINLESSSTEEL 28E+3 0.300 0.000 10E-6 3 ALUMINUM 10E+3 0.330 0.000 13E-6 4 CONCRETE 3.15E+3 0.170 0.000 5E-6 Node Node X (kip(n) Y (kip/In) Z (kipin) rX (kip fVdeg) rY (kip fUdeg) rZ (kip:fVdeg) 65 Fixed Fixed Fixed - - 86 Fixed Fixed Fixed - - - -68 Fixed Fixed Fixed - -- - 80 Fixed Fixed Fixed - - - - Beam Node x y z rx ry rz 43 15 Fixed Fixed Fixed Pin Pin Pin 43 54 Fixed Fixed Fixed Pin Pin Pin 44 5 Fixed Fixed Fazed Pin Pin Pin 44 53 Fixed Fined Fixed Pin _ Pin Pin 45 11 Fixed Fixed Fixed Pin Pin Pin 46 1 Fixed Fixed Fixed Pin Pin Pin 47 54 _ _Fixed Fixed _ Fixed Pin Pin Pin 48 53 Fixed Fixed Fixed Pin Pin 'Pin 49 54 Fixed Fixed Fixed Pin Pin Pin 51 20 Fixed Fixed Fixed Pin Pin Pin 55 53 Fixed Fixed Fixed Pin Pin Pin 56 10 Fixed Fixed Fixed Pin Pin Pin tnt nme/Date: DenD/2an 15:5D $TAAD.Pio V8i (SELECTsenes 6) 20.07.11:90 Ptlnt Run 8 of 30 1 Job No Sheet No Rev 50088671 9 ft Soware licensed to Dewberry Pan Job Toe M135XCO01 Spain Tower Ref By NRK Dats21-Sep-17 cnd BEA Giant -- - Fle M135XC001 Spain Tower (I Date/Ome 09-Oat-2017 15:34 Truss Members Primary Load Cases Number Name Type 1. DEAD Wind 2 WL#1 Wind 3 WL#2(I) Wind 4 WLm()C) Wind 5 WL#3(Z) - Wind 6. WL#3()) Wind 7 WL#4 Wind 15 wLs#1 Wind' 16 WLS#2(Z) - Wind 17 WLS#2()) Wind 18 WCS#3(Z) Wind 19 W LS#3OQ Wind 20 WLS#4... . . Wind v Software licensed to Oewt Job rue M135XCOOI Spain Tower Combination Load Cases No Sheet No 50088671 10 Ref SY NRK - Dat,21-SeP;17 F1B M135XC001 Spain Tower ({ oatef Comb. Combination L/C Name - Primary Primary L/C Name Factor -21 1.2D+1.6WL#1 .. - - 1 DEAD' '�' 1.20 2 WL#1 1.60 - 22 1.2D+1.6WL#2 - - 1 DEAD ---- 1.20 3 WL#2(Z) -- 1.60 4 W L#2(X) _ _ 1.60 23 1.2D+1.6WL#3 -. -- 1 DEAD - 1.26 - 5 WL#3(Z)_ - --- 1-.60 " 6 WL43(X) 1.60 24 1.2D+1.6WL#4 _ ._ .1 DEAD - 1.20 7... W L#4 .. 1.60 25 1.2D+1.6WL#5--- -- .:. -1 DEAD --- ---- 1.20 5 WL#3(Z) -_ -1.60 6 WL#3OQ .1.60 26 1.2D+1.6WL#6 - - 1 DEAD - _ 1.26 ... - 3 WL#2(Z) - -1.60 4 WL#2(X) - _ 1.60 27- 1.2D+1.6WL#7 --- 1 DEAD - 1.20 WL#1 _ -1.60 28 1.2D+1.6WL#8 - - 1 DEAD _- 1.20 3 WL#2(Z) -1.60 4_ _ WL#2(X) -1.60 _ 29 _ 1.2D+1.6WL#9 - -. _7 DEAD " _ ... 1;20 5" W L#3(Z _ _- 1.60- ' 6 W L#3(X) _ -1.60 3Q 1.2D+1.6W L#10 " " 1 DEAD 1.20 _ 7 "_ W L#4 ' -1.60 31 1.2D+1.6WL#11 1" DEAD "" " 1.20" " 5 WL#3(Z) 1.60 ... 6. WL#3(X) .... ...' 32 1.2D+1.6WL#12 �1 _ DEAD IM - 3 WL#2(Z). "" 1.60- 45. 1.OD+I.OWLS#1 1- DEAD 1.00 15 - WLS#1 1�.00 46 1.OD+I.OWLS#2 1 DEAD.:. 1.00" - 16 WLS#2(Z) - 1.00 17 WLS#2(X) 1.00 47 1.OD+I.OWLS#3 ;1 DEAD 1-.00 18 WLS#3(Z) 1.00 19 WLS#3OQ _ 1.00 48, 1.OD+I.OWLS#4 1 DEAD 1.00 20 WLS#4 1-.00 49 1.OD+I.OWLS#5 1 DEAD 1.00- 18 WLS#3(Z) -1.00 19. WLS#3(X) 1.00 n IImB/U2Ie: utln Wzm / m:au STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Rev 09-Oct-201715:34 Pdnt Run 10 of 30 Sailware licensed to Oewt Job Title M135XCO01 Spain Tower Combination Load Cases Cont.. Job No Sheet No Rev 50088671 11 Part Re/ By NRK Date21-Sep-17 Chd BEA Fe MI35XC001 Spain Tower (I DateRme 09-Oct-2017 Comb: Combination-UC Name - Primary .Primary GC Name Factor 50 1.OD+I.OWLS#6 1 DEAD- 1.00 - - 16 WLS#2(Z) -1.00 .. .... - 17 WLS#2(X) .... _.. too 51 1.OD+I.OWLS#7 - -- 1DEAD - - 1.00 ..:... ' 15 WLS#1 - -1.00 52- 1.OD+I.OWLS#8 1 - DEAD - -- 1.00 16 WLS#2(Z) -1.00 .. - 17 WLS#2(X) -1.00 53 1AD+1.0WLS#9 - 1 DEAD 1.00 18. WLS#3(Z) -1.00 _ -- -19 WLS#3(X) --1.00 54 1.0D+1.0WLS#10- -- 1 DEAD _ 1.00 20 WLS#4 -1.00 55 1.OD+I.OWLS#11 1 DEAD _ 1.00 18 WLS#3(Z) - 1.00 19 W LS#3()) -1.00 56 1.OD+I.OWLS#12 1 DEAD 1.00 16 WLS#2(Z) 1.00 17 WLS#2(X) -1.00 Lead Load Print Time/Date: 09/10201715:50 Yp tta j6R2tlp tlp ag95 tl Np LaaE I RTAAn Pm \/Ai MB l Ff:Tmricc A\ On n> 11_. An 110130 F - Software licensed to oewe Job Me M135XCO01 Spain Tower Job No Sheet No - Rev 50088671 12 Pan Rel eY NRK pate21-Sep-17 .Chd BEA nle M135XCO01 Spain Tower( "nenime 09-Oct-2017 1 5 :34 mm W NLIt W RLtI Mm . iO11Mm it ®1 1 t 1 Ib/m lam am iwli a Men NAm v ue a �m LaaEi Wind Load (Typ.) 1 DEAD: Node Loads Node FX (kip) FY (Idp) FZ (Idp) - MX (wPin).. MY (wP1n) MZ (Idp-in) 71 - -0.035 - - 72-0.035 - - 74 -0.060 - - 75 _ - -0.051 - - - 76 - -0.029 - - - n -0.ozs 78 -0.051 - - -0.062 1 DEAD : Selfwelaht irectio Factor Assigned Geometry Y -1.000 ALL nt umemate: wnureut i lsw STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Pdnt Run 12 of 30 A Job No Sheat No Rav 50088671 13 Software licensed to Dewberry Rart Job Ttle MI35XC001 Spain Tower Ref By NRK DWe21-Sep17 Ced BEA Client - - Fie M135XCO01 Spain Tower (I Detertlme 09-Oct-2017 15:34 2 WL#1 : Node Loads : Node FX (WNO(WP) FY - FZ (wP) -MX- (wPin) MY (wP iB) MZ -� (WPin) 71 - - •0215 - - - 75 - - -0.064 - - - 76 - - -0.244 Beam Type Direction Fa Da - (in) Fb Db Ecc. (in) 1 UNI Ibf/ft GZ -14.400 - - - 2 UNI -- -Ibflft GZ -14.400 - - 3 UNI Ibflft GZ -14.400 - - - - -4 - UNI Ibf/ft GZ -14.400 - - 5 UNI Ibf/ft GZ- 6 UNI Ibf/ft GZ -14.400 - - 7 - UNI Ibf/ft GZ -14.400 - - - - 8 UNI Ibflft GZ -14.400 9 UNI Ibf/ft GZ-- 10 UNI 'Ibflft GZ -14.400 - - _ 11 _ UNI Ibf/ft GZ -14.400 - - 12 _ UNI Ibf/ft _GZ -14.400- 13 _UNI _ Ibf/ft GZ -14.400 - - - - - ' 14 UNI Ibf/ft GZ -14.400 - - - - _ 15 UNI Ibflft GZ -14.400 - - 16 UNI Ibf/R GZ -14.400 - - 17 UNI 'Ibf/Il GZ 714:400 - - - 18 UNI Ibf/ft GZ -14.400 - - - 19 UNI Ibf/ft 'GZ -8.400 - - 20 UNI Ibf/ft GZ -8.400 - - 21 UNI Ibf/ft GZ =8:400 -- 22 UNI _ Ibf/It GZ -8.400 - - - 23 UNI Ibf/ft GZ -8.400 - - 24 UNI Ibflft GZ -8.400 - - - 25 UNI Ibf/ft GZ- 26 UNI Ibf/ft GZ -8.400 - - 27 UNI Ibflft GZ -8.400 - - - - 28 UNI Ibf/ft GZ -8.400 - - - - 29 UNI Ibf/ft GZ =8.400 - - - 30 U.NI Ibf/ft GZ -8.400 - - - - 31 UNI Ibf/ft GZ -8.400 - - - - 32 UNI Ibf/ft GZ -8.400 - - - - 33 UNI Ibflft GZ -8:400 - - - - 36 UNI Ibf/ft GZ -8.400 - - 'dnt ❑ma/Date: 09n N2nn 15:50 STAAD.Pro VBI (SELECTseries 6),20.07.11.90 Pdnt Run 13 of 30 Software licensed to Dewt Jab TOe M135XCO01 Soain Tower 2 WL#1 : Beam Loads Cont... Job No Sheet No 50088671 14 Ref By NRK Date21-Sep-17 FleM135XCO01 Spain Tower (I oats Beam Type - Direction Fa -- Da (in) Fb - Db - Ecc. (in) 39 UNI Ibf/ft GZ -8:400 - - - 40 UNI Mitt GZ -8.400 - - - - 41 UNI Ibf/it GZ -8.400 - - - - 42 -UNI -Ibf/ft GZ -- -8.460 - - - 45 UNI - Ibf/ft GZ -14.400 - - - - 46 UNI Ibf/ft :GZ -14.400 - - - - - 47'- UNI Ibf/ft GZ -14.400 - - - - 48 :UNI Ibf/fl GZ _-14.400 - - .49 -UNI - Ibf/ft GZ - -14.400 - - - - 50 UNI Ibf/ft GZ -14.400 - - - 51- UNI Ibf/ft _ GZ -14.400 - - - - 52 UNI -_ Ibf/ft GZ _-14.460 - _ - 53 UNI lbf/ft GZ -14.400 - - - 54 UNI Ibf/ft GZ -14.400 - - 55 UNI Ibf/ft GZ -14.400 - - - 56 UNI Ibf/ft GZ =14.400 - - - 57 UNI Ibf/fl GZ -14.400 - - - 58 UNI Ibf/ft GZ -14.400 - - 59 UNI _ Ibf/ft GZ -14.400 - - - 60 UNI" " _Ibf/fl GZ "-14.400 - - .61 UNI Ibf/ft GZ -14:400 - - - 62 UNI Ibf/ft GZ -14.400 - - 69 UNI _ _ Ibf/ft GZ -14.400 - - - - - 70 UNI "Ibf/ft GZ -8.400 - - - - 71 UNI Ibf/ft GZ -8.400 - - - - 72 UNI Ibf/fl GZ -8.400 - - 75 UNI Ibf/ft GZ -8.400 - - - - 77 UNI Ibflft GZ -8.400 - - 81 UNI Ibf/fl GZ -14.400 - - - - 82� UNI Ibf/ft GZ -14.400 - - 83 UNI Ibf/ft GZ-8.400 - - - 3 WL#2(Z) : Node Loads Node FX . (WO FY NO FZ (wp) NIX .. (kip in) MY (Wpin) .MZ .. (kip in) 71" - - -0.174 - - 72 - - -0.174 - - - 75 - - -0.074. - - 76 - - -0.194 - - 77 - -0.194 - - ant Tmemate:09n01a0n 15:W STAAD.Pro V8i (SELECTseries 6) 20.07.11.90 Rev cha BEA 09-Oct-2017 15:34 Print ROn 140130 Job Tile M135XC001 Span Tower 3 WL#2(Z) : Beam Loads Job No Sheet No Rev 50088671 15 Part Rot By NRK Date21-Sep-17 Cha BEA Fie MI35XC001 Spain Tower (I "off es 09-Oct-2017 Beam Type -- -Direction. Fa - Da (in) Fb -- Db Ecc. (in) .. 1. UNI Ibf/ft GZ --14.400 - - - :2. UNI Ibf/ft =GZ -14.400- - - - - 3 UNIIbf/ft GZ -14.400 - - - 4 UNI " Ibf/ft GZ 14.400 - 5 UNI "" Ibf/ft GZ -14:400 - - - - -'- " .6 "" UNI Ibf/ft -GZ -14.400 - - - - -"" 7 UNI .Ibf%ft - GZ" -14.400- - - -- ---- 8 :UNI Ibf/ft GZ "-=1�4.400 9 UNI- - Ibf/ft GZ - ---14.400 10 ' UNI Ibf/ft GZ -14.400- - - - - 11 UNI Ibf/ft - GZ -14,400--- 12 -UNI - -Ibf/ft GZ -14.400- 13 UNI Ibf/ft GZ -14A00 - - - "" 14- UNI Ibf/ft GZ -14.400 - - 15" UNI - _ Ibf/ft GZ 44,400- 16 "UNI Ibf/ft GZ -14.400- 17 UNI " " Ibf/ft GZ "-1`4.400- 18 UNI Ibf/ft "GZ -14.400 - - - 19 UNI _ _ Ibf/ft �GZ -8.400 - - - 20 UNI _ _Ibf/ft GZ ""-8.400 - - 21- UNI Ibf/ft "GZ -8.400 - - - - - 22 UNI Ibf/ft -_ :GZ -8.400 - - 23 UNI Ibf/ft GZ —8.400"" - - - 24 UNI _ _Ibf/ft GZ "'"-6.400 - - 25 UNI Ibf/ft GZ -8:400 - - - 26 UNI Ibf/ft 'GZ -8.400 - - 27 UNI _ Ibf/ft GZ -8.400- 28 UNI' _ "Ibf/ft GZ -8.400 29 UNI Ibf/ft GZ -8.400 - - - " 30 UNI Ibf/ft _ GZ -8.400 - - - 31 UNI Ibf/ft GZ -8.400 - - "- 32 UNI _ -Ibf/ft GZ -8.400 33_ UNI - Ibf/ft .GZ -8.400 36 UNI Ibf/ft _' :GZ -8.400 - - - 39 UNI _ Ibf/ft GZ" --8.400 -- - - - 40 UNI Ibf/ft GZ "" -8.400 41, UNI Ibf/ft GZ -8.400 - - - 42 UNI Ibf/ft "- -GZ -8.400 - - - - 45 UNI Ibf/ft GZ -14,400 - - - - 46 UNI. _ :Ibf/ft GZ -14.400 - - 47 UNI - Ibf/ft GZ -14:400- 48 UNI Ibf/ft GZ -14.400 - - - 49 UNI _ Ibf/ft GZ -14.400 - - - - 50 UNI _ Ibf/ft GZ =14.400 - - 51 UNI Ibf/ft GZ -14.400 - - - •""„^,��, "w��"I.— biHu.vro vtli lstLtc iseries 0/2u.u/.11.su rriex^ee Software licensed to Job Ttle MI35XC001 Spain T 3 WL#2(Z) : Beam Loads Cont... Jab No Sheet No W088671 i6 Pan Re[ By NRK oate21-Sep.17 =Je M135XC001 Spain Tower 01oaten: Beam Type - - - Direction Fa - - Da (in) Fb -` Db - Ecc. (in) 52 UNI -Ibf/ft GZ -14.400 - - - - - 53. UNI Ibf/ft 'GZ -14.400 - - 54' UNI. Ibf/ft GZ -14.400- 55 'UNI -. -Ibf/ft GZ -14.400 - - - 56 UNI IbUft GZ --14.400- 57 UNI Ibf/ft -GZ -14.400 - - 58 UNI Ibf/fP -- -GZ -14.400-- 59 UNI = Ibf/ft GZ _=14.400 - - - 60 UNI Ibf/ft GZ -14.400 -- 61- UNI Ibf/ft - :GZ -14.400 -- - - - 62 UNI-Ibf/ft GZ -14.400 -- 69 'UNI Mitt GZ - =14.400 - _ _ - 70 UNI Ibf/ft GZ -8.400 - - - 71 UNI Ibf/ft GZ- -8.400- - - - 72 UNI Ibf/fl -- -GZ- -8.400- -- _ _ - 75 UNI _Ibf/fl GZ - -8.400 - _ - 77 UNI Ibf/ft GZ -8.400 - 81 UNI Ibf/ft GZ -14.400 - - 82 UNI Ibf/fl GZ -14.400- 83 'UNI Ibf/ft GZ -8.400 - - 4 WL#2(X) : Node Loads Node FX (Wp) FY (10) - . FZ (kip) - NIX (kip -in). i MY (Wpi^) :MZ (wp ^) 71 : 0.100 - - 72 0.100 - - - 75 _ 0.043 - - - - 76 0.112 77 0.112 - - - 5 WL# O : Node Loads Node FX (kip -FY - - (kip) FZ (lip) -. MX (kipin) MY (kipin) MZ -- .. (kip'in) 71, - - -0:086 - _ - - 72' - -0.086 - _ - - 74 - -0.041 - - - 75 - -0.064 - - - 76. - - -0.090 - - - 77 - -0.090 - - - 78 - -0.070 - - - b I AAU.F-r^ V61 (StLU; ISeneS 6) 20.01.11.90 Rev ne BE� 09-Oct-2017 15:34 rnn� nun o m A Job No - Rev 50088671 777 djo Software licensed to Oewbeny Pail . Job Tide M135XCO01 Spain Tower aet " By NRK oate2l-Sep-17 Ctid BEA Client'- - '" - FIe M135XCO01 Spain Tower (I oaternme 09-OCt-201715:34 6 WL#3(X) : Node Loads 6 WL#3(X) : Beam Loads Node FX "(WP) FY - (WP) FZ (kiP) MX-- (kip'in) MY (kip in) M2 (kip in) 71 `-0.149 - - - - - 72 -" 0.149 - - - - - -- 74 0.072 - --- -- - - - - - 75 -'0.112 - -- - - - 76 0.157 - - - - - - 77 0.157 - � - - - - 78 0.121 - ---- --= - - Beam Type Direction Fa Da (in) Fb Db Ecc. (in) 19' UNI Ib1lit GX 8.400 - - - 20 UNI Ibf/ft GX 8.400 - - - - - - 21 UNI -Ibf/ft GX - 8.400 - - - - - 22 UNI Ibf/it GX 8.400 - - - 23 UNI Ibf/it GX 8.400 - - 24 UNI Ibt/ft GX 8.400 - - - - 25 UNI Ibf/ft GX _- 8.400 - - 26 UNI IbUft GX _ 8.400 - - 27 UNI Ibf/ft _ _GX 8.400 "- 28 UNI Ibf/ft GX 8.400 - - - 29 UNI Ibf/ft GX 8.400 - - - 30 UNI Ibf/ft GX _ 8.400 - - 31 UNI Ibf/ft GX 8.400 - - 32 UNI Ibf/ft GX 8.400 - - 33 UNI Ibf/fl GX 8:400 - - 36 UNI Ibf/fl GX 8.400 - - 39 UNI Ibf/ft GX 8.400 - - 40 UNI Ibf/ft GX 8.400 - - - 41 UNI Ibf/ft GX 8:400 - - 42 UNI Ibf/ft GX _ 8.400 - - - 43 UNI Ibf/it GX 14.400 - - 44 UNI Ibf/ft GX 14.400 - - - 45 UNI Ibf/ft GX 14.400 - - - 46 -UNI _ Ibf/ft GX 14.400 - - - 47 UNI Ibf/ft GX 14.400 - - 46 UNI Ibf/it GX 14.400 - - - - 49 UNI Ibf/ft GX 14.400 - 50 UNI Ibf/ft GX 14.400 - - 51 UNI Ibf/ft GX 14.400 - - 52 UNI IbUft GX 14.400 - - - 53 UNI Ibf/ft GX 14:400 - - - 54 UNI Ibflft GX 14.400 Job Ne088671 No Rev n4wSoftwe 50 18Sbeet licensed to Dewbeey Pail Job TlUe M135XCO01 Spain Tmer Ref ay NRK Dal¢21-Sep-17 --Cnd BEA Client -' pileN1135XCO01 Spairt TOWef (I Datenime 09-Oct-2017 15:34 6 WL#3(X) : Beam Loads Cont... 'Beam Type � Direction Fa ---Da (in) Fb - Db - Ecc. (in) ..55 UNI Ibflft GX 14:400 - - - - $6.� UNI Ibf/R GX 14.400 - - - - - 57 UNI Ibf/fl GX 14.400 - - - - 58 UNI : Ibfll GX 14.400 - - 59 UNI' Ibf/fl GX - 14:400 - - 80 - UNI Ibf/ft GX- 14.400 - - - - 61 UNI Ibflft GX 14.400 - - -- -- - - 62 UNI Ibf/ft GX 14.400 - - 63 UNI Ibf/ft GX 14:400 - - - 64 UNI Ibt/ft GX 14.400 - - - - 65 UNI Ibf/ft GX 14.400 - - - 66 -UNI Ibf/ft GX 14.400 - - 67 UNI Ihf/it GX 14.400 68 UNI Ibf/it GX 14.400 - - - 70 UNI Ibf/fC GX 8.400 - - - - 71 UNI -- Ibf/ft GX 8.400 - - - 72 UNI Ibf/ft GX �8:400 - - - 75 UNI Ibf/fl 'GX 8.400 - - - 77 UNI IbF/fl GX 8.400 - - - - 83 UNI Ibf/ft GX 8.400 Node FX (wP) FY (wP) FZ (WP) MX (kip -in) MY .(kip in) MZ (kipiri) 71 0.156 - - 72 _ 0.156 - - 74 0.087 _ 75 0.150 - - 76 0.160 -- 77 0.160 - - 78 0.161 - - nt lime/Date: D9na2on 15:50 STAAD.Pm V81 (SELECTseries 6)20.07.11.90 Print Run 18 of a0 !F2W Wjp Software licensed to DewWry Job No 50088671 S7 No 19 Rev Ran Job lluo M135XCO01 Spain Tower Rat By NRK Datc21-Sep-17 " "cnd BEA Client --- -- - Rie M135XCO01 Spain Tow Iar(I DateRime 09-Oct-201715:34 7 WL#4 : Beam Loads Beam Type Direction. .Fa Da - (in) Fb Db - Ecc. (in) 19 UNI Ibf/ft GX 8:400 - - - - 20. UNI Ibf/ft GX 8.400 8.400. - - - 21 UNI. Ibift -" GX 8.400- 22 UNI -Ibf/ft GX 8.400 - - - - 23 "UNI" -Ibf/ft GX�8:400 - -- - 24 UNI Ibift GX 8.400 - - - - 25 UNI Ibf/fl GX - 26 UNI Ibflft GX - 27 UNI Ibilft GX - 28 UNI Ibf/ft GX R8.440000 - 29 UNI _ Ibf/tt -GX - 30 UNI. _ Ibf/tt GX - - 31 UNI Ibf/ft GX - - - - 32" UNI Ibf/ft GX - - - 33 UNI - Ibf/ft GX 8.400 - - - - 36 UNI Ibf/ft GX 8.400 - - - 39 UNI Ibt/ft GX 8:400 - - - 40 UNI Ibf/fl GX 8.400 - - 41 UNI Ib)/fl GX 8.400 - - - 42 UNI Ibf/fl GX _ 8.400 - - 43 UNI Ibfttl GX 14.400- _ 44 UNI Ibf/fl 'GX 14.400 - - 45 UNI Ibf/ft GX - - - 46 UNI Ibf/ft GX 47 UNI bf/ft GX 48 UNI Ibf/ft GX K14.400 49UNI Ibf/ft GX 50 UNI Ibf/ft GX 51 UNI Ibf/ft GX 52 UNI Ibf/ft GX - - - 53 UNI Ibf/fT GX 14.400 - - - 54 UNI Ibf/ft GX 14.400 - - - 55 UNI Ibf/ft GX 14:400 - - - 56 UNI Ibf/ft GX 14.400 - - 57 UNI Ibf/ft GX 14.400- 58 UNI Ibf/ft GX 14.400 - - - - 59 UNI Ibf/ft GX 14:400 - - - - 60 UNI Ibflft GX 14.400 - - - 61 UNI Ibflft GX 14:400 - - - - 62 UNI Ibf/ft GX 14.400 - - - - 63 UNI Ibflft GX 14.400 - - - - 64" UNI Ibf/ft GX 14.400 - - 65 UNI Ibf/tt GX 14:400- 66 UNI Ibf/tt GX 14.400 - - - 67 UNI Ibf/tt GX 14:400 - - - - mt umemate: unnurzmi m:eu STAAD.Pio V81 (SELECTaeries 6)20:07.11.90 Rnm Run 19 of 30 � Jab No Sbeel No Rev 50088671 20 DF�nt dW Software licensed to Dee,beny Part Job Title M135XCO01 Spain Tower Rai By NRK Date21-Sep 17 Cbd BEA Client -- - - - - Fie M135XCO01 Spain Tower (I Datemme 09-Oct-2017'15:34 7 WL#4 : Beam Loads Cont... Beam Type - Dire 15 WLS#1 : Node Loads 15 WLS#1 : Beam Loads ction Fa Da (in) Fb - Dti Ecc. (in) -66 UNI Ibf/ft GX 14:400 - - M. UNI Ibf/ft `GX 8.400 - - - 71 UNI Ibf/ft �'GX .6.400 - - - 72 'UNI Ibf/ft GX - 3.400 - - 75 UNI Ibf/fl GX �8:400 - " 77 UNI Ibflft GX 8.400- 83 UNI Ibflft GX 8.400 Node FX (WP) FY (wP) FZ (kip) MX (wPIR) MY (wvin) MZ (kip'in) 71 - - -0.045 - 72 - - - - -0.045 - 75 -- - -- --0.013 - - - - Beam Type Direction Fa Da Fb Db ' Ecc. 1 UNI Ibf/ft GZ -2.400 - - - 2 UNI - -Ibf/ft GZ --2.400 - --- 3 UNI Ibf/ft GZ -2.400 - - 4 UNI Ibf/ft GZ -2.400 - - - - 5 UNI - -Ibf/ft GZ -2400 - - - - 6 UNI Ibf/ft GZ -2.400 - - - --- 7 UNI Ibf/fl GZ -2400 - - - 6 UNI Ibf/ft GZ -2.400 - - - 9 UNI IMlfl GZ -2.400 - - 10 UNI Ibf/ft GZ -2.400- 11 _ UNI Ibf/ft GZ -2.400 - - 12 UNI Ibf/ft GZ' -2.400- 13 UNI Ibf/fl GZ -2.400 - - 14 UNI Ibf/ft GZ �-2:400- 15 UNI Ibf/ft GZ -2.400 - - 16 UNI Ibf/ft GZ -2.400 - - - - 17 UNI Ibf/ft GZ -2400 - - - 18 UNI Ibf/ft GZ -2.400 - - - - 19 UNI Ibflt GZ -3.600 - - - 20 UNI Ibf/ft GZ -3.600 - - - 21 UNI Ibf/ft GZ -3.600 - - - 22 UNI Ibf/ft GZ -3.600 - - - im umemate: uenmeuv mao STAAD.Pio V3i (SELECTSeries 6) 20.07:11.90 Ptlel Hlln ZU el YU r< Software licensed to Dewk Job We M135XCO01 Spain TDwef 15 WLS#1 : Beam Loads Cont... Job No Sheet No Rev 50088671 21 Part Ref By NRK Date21-Sep-17 Cho BEA Fie M135XC001 Spain Tower ij D'toIr""e 09-Oct-2017 Beam Type Direction Fa - Da (in) Fb Db Ecc. (in) 23 UNI Ibf/ft GZ -3.600 - - - - 24 - UNI Ibf/ft GZ -3.600 - - - - - 25 UNI Ibf/ft 'GZ -3.600 - - - - 26 -UNI. -Ibf/ft GZ -3.600 - - - 27 - UNI- lbf/ft GZ----3.600 -- - - 28- UNI Ibf/lt GZ -3.600 _ .. 29- UNI Ibf/ft - GZ -3.600 - - 30 'UNI -Ibf/ft GZ .3.600 - - 31 UNI - - IbUft GZ -3.600 - - - 32 UNI Ibf/fl GZ -3.600 - - 33 UNI Ibf/ft GZ -3.600-- - - :_ 36 -UNI - Ibf/ft GZ -3.600 - - - 39 UNI IbUft GZ -3.600 - - - 40 UNI Ibf/ft GZ -3.600 - - 41 UNI _ _ Ibf/ft GZ -3.600 - - - - 42 UNI Ibf/ft GZ -3.600 - - - 45 UNI Ibf/ft GZ -2.400 - - - 46 UNI Ibf/ft GZ -2.400 - - 47 UNI Ibf/ft GZ -2.400 - - - - 48 UNI Ibf/ft GZ -2.400 - - - 49 UNI Ibf/ft GZ -2.400 - - - - 50 UNI Ibf/fl 'GZ -2.400 - - 51 UNI Ibf/fl GZ -2.400 - - - - 52 "UNI Ibf/fl GZ -2.400 - - - - 53 UNI Ibf/ft GZ -2.400 - - - 54 UNI Ibf/ft :GZ -2.400 - - - 55 UNI Ibf/ft GZ -2.400 - - - 56 UNI Ibf/ft GZ -2.400 - - - 57 UNI Ibf/ft GZ -2.400 - - - 58 UNI Ibf/ft GZ -2.400 - - - 59 UNI Ibf/ft GZ -2.400 - - - 60 "UNI' Ibf/ft GZ -2.400 - - 61 UNI Ibf/ft GZ -2.400 - - - 62 UNI IbUft GZ -2.400 - - - - 69 UNI „ Ibf/ft GZ -2.400 70 'UNI Ibf/ft GZ -2.400 - - - 71 UNI Ibf/ft GZ -3:600 - - - 72 UNI Ibf/ft GZ -3.600 - - - 75 UNI Ibf/ft GZ -3.600 - - - - 77 UNI Ibf/ft GZ -3.600 - - - - 81 UNI Ibf/ft GZ -2:400 - - - - 82 UNI Ibf/ft GZ -2.400 - - - - 83 UNI Ibf/fl GZ -2.400 - - - - nt lMluate. aunwzut f m:bu STAAD.Pro VSi (SELECTaeriee 6) 20.07.11.90 Pont Run 2tot 3u Software licenses to pawl Jab Tfle M135XC001 Spain Tower 16 WLS#2(Z) : Node Loads Job No Sheet No 50.088671 1 22 Ref 9Y NRK pate21-Sep-17 F1B M135XCO01 Spain Tower (I pate! Node FX -(Wp)' FY (WP) FZ NO MX-- (WPin) MY (kion) MZ (Idp-in) 71 - - - -0.037 - - - 72 _ _ -0.037 - - - 75 - - -0.016 76 -- -0.041 .- - - .77 _ -0i041. . _ 16 WLS#2(Z) : Beam Loads Beam Type Direction Fa Da (in) Fb Db Ecc. (in) 1 UNI - Ibf/ft GZ -2.400 - - - - 2 UNI Ibf/ft GZ -2.400 - - - 3 UNI Ibf/ft GZ -2.400 - 4 _ UNI Ibf/ft GZ -2.400 - - - 5 UNI Ibf/ft GZ -2.400 - - - 6 UNI -- -:Ibf/ft GZ - +2.400 - - -- 7 - UNI Ibf/ft -- GZ- -2.400 - - - -- 8 UNI IbUft GZ -2.400 - - 9 UNI - -Ibf/ft GZ --2.400 -- 10 UNI -- Ibf/ft GZ .-2.400 - - --11 UNI Ibf/ft GZ -2.400 - - - - 12 UNI Ibf/ft GZ -2.400 - - 13 UNI Ibf/ft GZ -2.400 - - 14 UNI - 'Ibf/ft GZ --2.400 - - - 15 UNI Ibf/ft GZ -2.400 - - 16 UNI Ibf/fl GZ -2.400 - - - 17 UNI Ibf/ft GZ -2.400 - - 18 UNI - 'Ibf/fl GZ -2.400 - - 19 UNI Ibf/ft 'GZ -3.600 - - 20 UNI Ibf/ft _ GZ -3.600 - - 21 UNI Ibf/ft GZ -3.600 - - 22 UNI Ibf/ft GZ -3.600 - - 23 UNI Ibf/ft GZ -3.600 - - 24, UNI Ibf/ft GZ. -3.600 - - - 25 :UNI Ibf/ft GZ -3.600 - - 26 UNI "Ibf/ft GZ -3.600 - - - - 27 UNI Ibf/ft GZ -3.600 - - 28 UNI IbUft GZ -3.600 - - - - 29 _UNI Ibf/fl GZ _ -3:600 - - - - 30 UNI Ibf/ft GZ -3.600 - - - - 31 UNI Ibf/ft GZ -3.600 - - _ - 32 UNI Ibf/ft GZ -3.600 - - - 33 UNI Ibf/ft GZ -3.600 - - - 36 UNI Ibf/ft GZ -3.600 - - - - Int TtmeMate: 091101201715:50 STAAD.Pro V81 (SELECTseries 6) 20.07.11.90 Rev 09-Oct-201715:34 1 Print Run 22 of 30 � � Job No Shaei No Rev 50088671 23 Software licensed to'°ewbeny Part. _ Job TV. M135XCO01 Spain Tower Ref fdy NRK °a1e21-Sep-17 cnd BEA Gfenl F1e MI35XC001 Spain Tower (I f}ate?"'e 09-Oct-201715:34 16 WLS#2(Z) : Beam Loads Cont... Beam Typo -Direction, Fa Da - Fb Dti : 17 WLS#2(X) : Node Loads Pe�� nm.m.m nonmomv w cn orn n n n._ v n m • nn Ptlm nun � (in) Ecc. (in) 39 UNI Ibf/ft . GZ -3.600 - --- - - - - 40 UNI Ibf/ft .GZ -3.600 - - - - 41 UNI Ibf/ft GZ -3.600 - - - - 42 UNI - Ibf/ft GZ -3.600 - - - 45 UNI Ibf/ft GZ -2.400 - ---- - - - 46 UNI Ibf/ft GZ -2.400- - - - 47 UNI Ibf/it GZ -2.400 - - - 48 UNI Ibf/it GZ -2.400 - - 49 UNI Ibf/ft GZ -2.400 - - • -- 50 UNI Ibf/ft GZ -2.400 - - 51 UNI _ Ibt/fl �GZ -2.400- ---- - - - - 52 'UNI _- Ibf/fl GZ -2.400 - - 53 UNI Ibf/ft GZ -2.400 - - - 54 UNI Ibf/ft :GZ -2.400- - - - 55 UNI Ibfflt - GZ -2.400 - - - - 58 UNI -Ibf/R GZ -2.40000 - - - 57 UNI Ibf/ft GZ -2.400- - - 58 UNI Ibflft GZ -2.400 - - 59 UNI _ Ibfffl GZ -2.400 - - - - 60 UNI Ibf/fl GZ _ -2.400 - - - - 61 UNI Ibf/ft GZ -2.400 - - - - 62 UNI Ibf/it GZ -2.400 - - - 69 UNI _ Ibf/it GZ -2.400 - - - 70 UNI Ibf/ft GZ -3.600 - - - 71 UNI Ibf/ft GZ -3:600 - - - - 72 UNI Ibf/fl GZ -3.600 - - - - 75 UNI Ibflfl GZ -3.600 - - - - 77 UNI Ibf/fl GZ -3.600 - - 81 UNI Ibf/ft GZ -2.400 - - - - 82 UNI Ibf/ft GZ -2.400 - - - 83 UNI Ibf/fY GZ -3.600 - - - Node FX _ (kip) FY (WP) FZ (kIP) MX .. (WP In) MY (WP IR_ ). MZ (wP In) 71 0.021 - - - 72 0.021 - - - 75 0.009 - - - - 76 0.023 - - - - 77 0.023 Job Title M135XCO01 Spain Tower 18 WLS#3(Z) : Node Loads Node FX (kip) FY -- (kip) FZ (kip) MX--- (kipin) MY (kipin) MZ -- (kip -in) 71 .. - - -0.018 - - - 72 - - -0.018 - - :. 74. - ...-.._ -0.009- .. .. 75 -0:014--- 76 77 - -0.019 - - - :. 78 : - .. _._ _ -0.015 _ .. .. 19 WLS#3(X) :Node Loads Node FX .(kip). FY (kip) FZ (kip) NIX (kip"in) MY (kip in) MZ (kipin) 71 0.031 - - - 72 . 0.031 - - - - - 74 0.015 75 . - 0.023 - - _ _ 76 0.033 77: 0.033 - - 78 0.026 - - - 19 WLS#3(X) :"Beam Loads Job No - Sheet No - Rev 50088671 24 Part Ref By NRK - - - Dat,21-Sep-17 cha BEA _'Ie MI35XC001 Spain Tower (I I Date`nme 09-Oct-2017 1 Beam Type Direction Fa - Da (in). Fb Db Ew:- -: 19 UNI Ibf/ft :GX 3.600 - - 20 UNI Ibf/ft - :GX 3.600 - -- -• - - .- -. 21 UNI Ibf/ft GX 3.600 - 22 UNI Ibf/ft GX 3.600 - - - - 23 UNI Ibf/ft =GX 3.600 - - 24 UNI Ibf/ft "GX 3.600 - - - 25 UNI Ibf/ft GX " _ 3.600 26 UNI Ibf/ft GX 3.600 - 27 UNI Ibf/ft """ :GX 3.600 - - 28 UNI " "Ibf/ft " "GX 3.600 - _ - - 29 UNI. ""Ibf/ft GX 3.600 - 30 UNI Ibf/ft GX 3.600 - - - 31 _ UNI Ibf/ft GX 3.600- - - - 32 UNI Ibf/ft GX 3.600 - - - - 33 UNI Ibf/ft I GX 3.600 - - 36 UNI Ibf/ft GX 3.600 - - - 39 UNI Ibf/ft GX 3.600 - - - - 40 UNI Ibf/ft GX 3.600 - - - - 41 UNI Ibf/ft GX 3.600 - - - - 42 UNI Ibf/ft GX 3.600 - - - - noi,.oe171 G. Software licensed to Job T.fle M135XCOO1 SpainT 19 WLS#3(X) : Beam Loads Cont... Jab No Sheet No " Rev 50088671 25 Ref By NRK ... oate2l-Sep-17 ctid BEA Fle MI35XC001 Spain Tower 61 Date/Ome 09-Oct-2017 15:34 Beam Type -- -Direction. Fa -"Da (in) Fb - Db Ecc. (in) 43. UNI lbf/ft GX ZQo - - - 44 UNI Ibf/ft GX_ 2.400 - - - 45- UNI Ibflft GX .2.400 - - - 46 UNI - - Ibf/ft GX 2.400 - - 47 UNI -Ibf/ft GX 2.400 - 48 UNI Ibflft :GX 2.400 - - - 49""- UNI Ibf/ft GX "2.400 - - -- - 50 UNI = "Ibf/ft GX _ 2.400 - - - . 51 UNI Ibf/ft. GX 2.400 - - - - _'- U UNI Ibf/ft -'" _GX 2.400 53 - UNI -Ibflft - -GX -2.400 -.- 54 UNI -Ibf/ft GX 2.400 - 55 UNI Ibllt - GX ""- 2.400 - 56 UNI Ibflft :GX- 2.400 -- 57 UNI Ibf/fl GX' 2.400 58 UNI Ibf/ft GX - 2.400 - P. UNI " Ibf/ft - GX" 2.400 - - - - 60 UNI Ibf/ft _" "GX 2.400 - - 61 UNI Ibf/ft "GX "" 2.400 - - - 62 UNI" " "Ibf/ft GX "" 2.400 63 UNI Ibf/ft GX 2.400 - - - 64 UNI Ibf/ft """ "GX 4.800 - - 65' UNI Ibf/ft 'GX" 4.800 66 UNI 'Ibf/ft GX '4.800 67 UNI Ibf/ft GX 4.800 - - - _ 68 UNI Ibf/ft " :GX 4.800 70' UNI Ibf/ft 'GX 3.600 - - -- _ 71 UNI Ibf/ft GX 3.600 72 UNI " Ibf/ft GX �3.600 75 UNI Ibf/ft "' :GX 3.600 77 UNI Ibf/ft' 'GX' 3.600 - - - 83 UNI 'Ibf/ft GX 3.600 - - - 20 WLS#4.: Node Loads Node _ FX- (kip) FY NP). FZ (kip) MX (kip -in).: MY - (kip -in) MZ (kipin) _ 71 ' 0.033 - - - 72 0.033 74 0.018 75 0.032 76 " 0.034 - - - r7 0.o.3a - - - - - 711 "0.034 - - - int Tune/bate: 09/10/201715:50 STAAD.Pro V8i (SELECTseries 6) 20:07.11.90 Print Run 25 of 30 n4wSoftware licensed to Dewbeny Job No 50088671 Sheet No 26 Rev Part Job Title M135XC001 Spain Tower Ref aY NRK Date21-Sep-17" Grid BEA Client Fie. M135XCO01 Spain Tow .ar (I Date/T n. 09-Oct-2017 15:34 20 WLS#4 : Beam Loads Pdnt-ninn Rma,n- nOHetl017 I Sin CTn nn o... vo: iCe: el T....d..., m nn nv �� nn Pnnt Fun 9R of nn Beam Type -- -Direction Fa - -Da (in) Fb Dti � Ea - (in) 19 UNI - Ibf/ft GX 3:600 - - - 20 UNI Ibf/ft *GX* 3.600� - - 21 � UNI .Ibflft�GX 3.600� 22 UNI � Ibflft GX 3.600 - - 23 UNI - Ibflft GX 3:600 24 � UNI Ibflft �:GX� 3.600� � - - 25 UNI Ibflft � � �GX 3.600- 26 UNI - Ibflt GX � 3.600 - - 27 - UNI- -Ibf/ft GX 3:600 - --- - --- 28 UNI Ibt/ft GX 3.600- 29 � UNI Ibt/ft � 'GX 3.600 - - - 30 UNI Ibflft GX _ 3.600 - - 31 _- UNI Ibflft GX �3:600 - - - _ 32 _ UNI Ibf/ft GX - - - 33 UNI _ IbfNC GX - - - 36 UNI GX -39UNIIbf/ftGX _Ibf/ft 40UNI Ibf/it :GX K2.400 41 UNI Ibf/fCGX" -42 UNf-Ibf/ft GX43 UNf IbF/ftGX 44 ' UNI Ibflft � 'GX 2.400 - - 45 UNI Ibf/ft � "GX 2.400 - - "- 46 UNI � Ibf/ft GX :2.400 47 UNI Ibf/ft GX 2.400- 48 UNI Ibflft 'GX 2.400 - � - 49 UNI Ibf/ff GX 2.400- 50 -UNI Ibf/ft GX 2.400- 51 UNI Ibf/ft GX 2:400 - - - 52 ' UNI Ibf/fl 'GX 2.400-- 53 UNI Ibf/ft GX 2:400 - - - - 54 'UNI Ibflft GX 2.400 - - 55 UNI � Ibf/f[ GX 2:400 - - - -" 56 " UNI Ibf/ft --_- GX 2.400 57� UNI Ibf/ft �GX 2:400 58 UNI "Ibflft GX � � �2.400 - � - 59 UNI Ibf/ft GX 2:400- 60 ' UNI Ibflft ' :GX 2.400 - - - 61 UNI Ibflft GX 2.400 - - - - 62 UNI Ibf/ft GX -_ 2.400 - - - 63 UNI Ibflt GX 2:400 - - - 64 UNI Ibf/fl 'GX 4.800 - - - 65 UNI Ibf/fl �GX 4.800 - - - - 66 UNI Ibf/fl GX :4.800 - - - - 67 UNI Ibf/tt GX 4:800 r Software licansetl to Job TIOG M135XCO01 Spain 20 WLS#4 : Beam Loads Cont... Job No Sheet No Rev 50088671 27 Part Re[ ay NRK Dat"21-Sep-17 .b^d BEA File Ml35XC001 Spain Toiver (11 Daterrme 09-Oct-2017 15:34 -Beam Type Direction Fa Da - (in) Fb Db Ecc. (in) 68 • UNI Ibf/ft • GX 4.800 - - - 70 ' UNI Ibf%ft GX 3.600 - - - 71 UNI IbVft G)( 3.600- 72 UNI Ibf/ft GX 3.600 - - - 75 UNI - -Ibf/ft GX - 3.600 - - - - 77 UNI Ibflft GX 3.600 - - - 83 UNI Ibflfl GX 3.600 - - - - - Node Displacement Summary Node UC X . (in) . Y (in) Z (in) Resultant (in) rX (red) rY (red) rZ (rad) MaxX 51 24:1.2D+1.6WI 0.410 -0.009 -0.230 0.470 -0.004 0.003 -0.010 MinX 51 _. 30:1.2D+1.6WI -0.389 -0.080 0.358 _. D.534 0.007 -0.004 _ 0.009 MaxY 58 29:1.2D+1.6WI -0:117 0.077 _ _ 0.205 0.248 825.278 -0.005 _ 462.957 Min 60 29:1.2D+1.6WI -0.125 -0.184 - 0.220 0.313 826.278 -0.005 462.957 .. MaxZ 51 29:1.2D+1.6WI -0.350 -0.095 0.714 0.801 0.016 -0.006 0.008 Min 47 21:1.2D+1.6WI 0.042 -0.010 -0.632 0.633 -0.016 0.004 -0.001 Max rX.. 60 29:1.2D+1.6WI ... -0.125 -0.184 0.220 0.313 ., 825.278 -0.005 462.957 Min rX 60 7:WL#4 0.082 0.059 -0.146 0.177 -276.434 0.002 -155.072 Max rY 11 23:1.2D+1.6WI 0.070 -0.017 0.110 0.132 -0.004 0.013 0.001 -Min rY 11 . 29:1.2D+1.6WI -0.076 ... -0.026 -0.114 0.139 : 0.007 -0.013 -0.003 Max rZ - 62 _ 29:1.2D+1.6W1 _ -0:108 -0.001 0.160 0.218 825.277 -0.005 462.968 Min rZ - 62 7:W L#4 0.073 -0.002 70.131: 0.150 -276.434 0.003 -155.07.2 MaxRst 51 29:1.20+1.6WI -0.350 -0.095 0.714 0.801 0.016-0.006 0.008 Reaction Summary Horizontal Vertical Horizontal Moment " - Node _ - L/C FX (kip) -- FY NO FZ .(kip).. MX - (Idp'in) MY (kip'in) i. MZ- _ (kipin) Max FX 65"" 30:1.2D+1.6WI 3573 0.396 ""-0.806 0.000 0.000 0.000 Min FX 65 24:112141.6W1 -3.114 "0.445 -0.986 0.000 0.000 0.000 Max FY 66 22:1'.2D+1.6WI -0.372 '' 0.819 - 2.607 "0.000- 0.000 0:000 Min FY 65 2:WL#1 0.132 -0.126 0.330 0.000 0.000 0.000 Max FZ 66" 32:1.2D+1.6WI -0.046 0.800 2.616 0.000 0.000 0.000 Min FZ 80 25:1.2D+1.6WI 0.711 _' 0.022 -1.804 0.000 0.000 0.000 Max MX 65 1:DEAD 0.191 0.350 -0.747 '0.000 0.000 0.000 Min MX 65 1:DEAD 0.191 0.350 -0.747 0.000 0.000 0.000 Max MY 65 1:DEAD 0.191 0.350-0.747 0.000 0.000 0.000 Min MY 65 1:DEAD 0.191 0.350 -0.747 -0:000 _ 0.000 0.000 Max MZ 65 1:DEAD 0:191 0.350 -0.747 0.000 0.000 0:000 Min MZ 65 1:DEAD 0.191 0.350 .-0.747 0.000 0.000 0.000 it Tne/Date: 09110Y20f715:50 STAAD.Pro V8i(SELECTsedes 6)-20.07.11.90 Pdnt Run 27 of 30 I Saflware licensed to Dewberry Job No - 50088671 Sheet No 28 Rev PSI Job Tile M135XCO01 Span Tower ' Rot ' By NRK Date21-Sep-17- cha BEA Client Flo M135XCO01 Spain Tower (I DateRme 09-Oct-2017 15:34 Utilization Ratio ' Beam Analysis Property Design Property Actual .Ratio. Allowabl - Ratio Ratio (ActJAllow.)- Clause' - UC Ax .(in) Iz - (in°) ly (in°) . -'Ix- (in°) 1 L25253""" .L25253 - '0.038 1.000 .. 0.038- LRFD-HI-1B, 211 --0.901- 0.209 "6.886 1 0.011 .2 L25253 1-25253 0.316 1.000 ..- 0.316 LRFD-HI-.1B-: 27 0.901 0.209 0.886 0.011 3 L25253 L25253 0.536 1.000 0.536 .LRFD Hl-1 B- 29 0.901. '0.209 0.886 0.011 4 -L25253 L25253 0.286:. 1.000 0.286 LRFD-Hl-1 B- 29 0.901 0.209 .0.886 0.011 5 L25253' L25253 '0.409 1.000. .0.409 LRFD-HI-1B- 25 0.901 0.209 0.886 0.011 :6 L25253 L25253 0.283 1.000 0.283 LRFD-H7-1B- .29 0.901 0.209 0.886 0.011 7 L25253 L25253 0.265 1.000 0.265 .LRFD-H1AB- 23 0.901 6.209 0.886 0.011 8 L25253 L25253 0.159 1.000 0.159' LRFD-HI-1 B- 29 0.901 0.209 0.886 0.011 9 L25253 L25253 0.046' 1.000 0.046 LRFD-HI-1B- 32 -0.901 0.209 0.886 0.011' 10' L25253 L25253 0.489 1.000 - 0.489 LRFD-M-1B-:: 25 0.901 0.209 0.886 0.011 11 L25253 _ L25253� � 0.713 1.000 � .. _ LRFD-H7-1 B- '25 0.901 _ .. 0.209 0.886 '0.011 12 L25253 L25253 0.650 1.000 0.650 LRFD-1-11-1B- 23 0.901. 0.209 0.886 0.011 13 L25253 L25253 0.522 1.000 0.522 LRFD-Hl-1 B- 27 0.601 0.209 0.886 0.011_ 14 L25253 L25253 0.571 1.000 _ 0.571 LRFD-Hl-lB-- 27 0.901 0.209 0.886 0.011 15 125253 0.273, 1.000 0.273 LRFD-HI=1B- 29 0.901 0.209 0.886 6.011 16 L25253 0.271 1.000 0.271 LRFD-Hl-lB- 30 0.901 0.209 0.886 0.011 17 L25253 '0.650 1.000 0.650 LRFD-HI-lB- 29 0.901 0.209 0.886 0.0.11. 18 tPIPS2O L25253 0.535 1.000 0.535 LRFD-HI-1B- 29 0.901 0.209 0.886 0.011 19 PIPS20 0.001 1.000 0.001 LRFD-HI-lB- 21 1.020 0.627 0.627 1.254 20 PIPS20 0.137 1.000 0.137 LRFD-Ht-1B- 25 1.020. 0.627 0.627 1.254 21 PIPS20 0.001 1.000 0.001 LRFD-Hl-1B- 21 1.020 0.627 -0.627 1.254_22' PIPS20 0.001 1.000 0.001 LRFD-HI-1 B- 21 1.020 0.627 0.627 1.254 23' PIPS20.. PIPS20 0.251. 1.000 0.251 LRFD-Hl-1 B- '29 1.020 0.627 0.627 "1.254 24 'PIPS20 PIPS20 0.001 1.000 0.001 LRFD-HI-1 B- 21 '1.02Q 0.627 '0.627 1.254 .25 PIPS20 PIPS20 0.001 1.000 _ 0.001 LRFD-HI-1 B- 21 1.020 0.627 0.627 1.254. 26, PIPS20 PIPS20. 0.131 1.000 0.131 LRFD-Ht-IB-. 25 1.020 0.627 0.627 1.254 27 PIPS20, PIPS20 0.001. 1.000 ' ' '0.001 LRFD-HI-1B- "21 1.020 "0.627 0.627 1.254' 28 PIPS20 PIPS20 0.001 1.000 0.001. LRFD-Hl-1B- 21 1.020' 0.627 0.627. 1.254 29. PIPS20 - PIPS20, 0.152 1.000 0.152 LRFD-Hl-1 B- , 23 1.020 0.627 '0.627 1.254 30 PIPS20 PIPS20 0.001 1.000 0.001 LRFD-HI-1 B- 21 1.020 '0.627. 0.627 1.254 31' ' PIPS20- PIPS20' 1.000 0.001 LRFD-HI=1B- 21 11.020 '0.627 0.627 1.254 32 'PIPS20 PIPS20 1.000 0.045: LRFD-HI-1B- 29 1.020 0.627 -0.627 1.254 33 PIPS20 PIPS20. 1:000 0.001 LRFD-HI-IB- 21 1.020 0.627 -0.627 1.254, 34 PIPS20 PIPS20 , rO453 1.000' - 0.000 LRFD-Hl-1 B- ' 1 1.020 0.627' 0.627 - 11254 35 PIPS20 PIPS20 1.000 0.453 LRFD-Hl-1 B- '27 1.020 0.627 - 0.627 1.254 36 PIPS20 PIPS20 1.000 0.172. LRFD-Hl-1 B- 24 '1.020. 0.627 -0.627 1.254 37 PIPS20 PIPS20 1.000 0.000 LRFD-Hl-1 B- 21 1.020 0.627 0.627 1.254 38 PIPS20 PIPS20 . 1.000 0.454 LRFD-HI-lB--- 29 1.020 '0.627 0.627 1.254 39 PIPS20. PIPS20 0.001_ 1.000 0.001 LRFD-HI-1B- 21 1.020 0.627 - 0.627 1.254 40 PIPS20 PIPS20 0.004 1.000 0.004 LRFD-Hl-1 B- 21 1.020, 0.627 0.627 1.254 41. PIPS20 PIPS20 0.146 1.000 0.146 LRFD-Hl-1 B- 23 1.020 0.627 0.627 1.254 42 PIPS20 PIPS20 0.001 1.000 0.001 LRFD-Hl-1 B- 21 1.020 0.627: 0.627 1.254 43 L20203 L20203 0.105. 1.000 0.105 LRFD-1-11-1B- 25 0.722 0.109 0.437 '0.009 44 L20203 L20203 0.081 1.000 0.081. LRFD-HI-1 B- 23 1 0.7221 0.109 0.437 0.009 45. L25253 L25253 0.224 1:000 , 0.224 LRFD-H1-1B- 26 0.901 0.209, 0.886 11 0.011. Print TmelDate: 09n OM201715:50 STAAD.Pro V8i(SELECTseries 6) 20.07.11.90 Pnnl Run 28 of 30 A Software licensed to Dewberry Job No 50088671 Sheet No 29 Rev Part -- JobTifle M135XCO01 Span Tower Ref sy NRK oat621-Sep-17 C^d BEA cfiant Rio M135XC001 Spain Tower (I oaterr'"a 09-Oct-2017 15:34 Utilization Ratio Cont... Failed Members s as '-Beam Analysis Property -Design .Actual Property .Ratio Allowabl -- Ratio Ratio (Act./Allow:)- Clause -' VC Ax . (in') _B. -- (in°) ly (in") - ix (in°) 46 L25253 L25253 0.366 1.000 0.366 LRFD-H7-1 B- 26 0.901 0.209 0.886 0.011 47 L25253 L25253 0.241 1.000 0.241 LRFD-H7-1B-: .28 0.901 0.209 0.886 0.011 48 L25253. L25253 . 0.432 1.000 0.432 LRFD-H7-1B- 32 0.901 �0.209 0.886 0.011 49 L25253 � L25253 0.223 1.000 0.223 LRFD-H7-1 B- 26, 0.901 0.209 0.886 0.011 50 L25253 - .L25253 0.376 1.000 0.376 LRFD-H7-1 B- 22 0.901 0.209 :0.886 0.011 ' 51. L25253 L25253 0.241 1.000 0.241 LRFD-HI-1B- 28 0.901 0.209 0.886 0.011 57 L25253 L25253 0.385 1.000 -' '0.385 LRFD-HI-1 B- 32 0.901. "0.209 0.886 0.071 53 L20203 L20203 0.008 1.000 0.008 COMPRESSI 32 .0.722 0.109 0.437 0.009 .54 L20203 L20203 - 0.012' 1.000 _ 0.012 COMPRESSI 32 0.722 0.109 0.437 0.009_ 55. L25253 125253 0.415 -1.000- " 0.415 LRFD-Ht•1 B-:. 22 0.901 .'0.209 0.886 0.011 56- L25253- C25253 0.409 1.000 0.409 LRFD-H7=18--'32 0.901 0.209 - 0.886 -0.011 57 L25253 L25253 0.354 1.000 0.354 LRFD-H7-1 B- 32 0.901: 0.209 0:886 0.011 58. L25253 L25253 0.398 1.000 0.398 LRFD-H7-1 B- 32 "0.901 0.209 0.886 0.011 59 L20203 L20203 0.083 1.000 0.083 COMPRESSI 23 0.722 0.109 0.437 0:009- 60 L20203 L20203 0.031 1.000 - - 0.031 TENSION - 23 0.722 - - 0.109 0.437 - SntTme/Date: 09/10/201715:50 STAAD.Pio VBi (SELECTseries 6)20:07.41:90 Printflw 29 0130 1 Job No Sheet No Rev 50088671 30 !Soft�are Part licensed to Dewberry Job Title M135XC001 Spain Tower Ref By NRK Datc21-Sep:17 c^d BEA Giant He MI35XC001 Spairi Tower ({ Datenime 09-Oct-2017 15:34 OIX15fi '6fi800).00981 000299 25 Out'� 024 _ 06 ' 0. 218 .74e005 OA ' 0223 5 5 0009R62T1 .1 .125 02]3 .0116 0.0 04 O6 1as .W51 0. 0 2 - .0009 .453 0224 6 .65 .148 • 0199 0. 2 O�S OA 9OA 9 .0458 �a98 .00] .131 10.159 .000904 OA15 251 805 1.108 - 02fi5 .000904 3 02B3 11 t� 03546 OA09 000904 .13T 0286 3.000904 3.172 0366 0536 .060904 0316 0. 362 , 0009" .000904 .0242 Load ]5 UN&ation Ratio Pdnt Nne/Daie: 09/10/201715:50 STAAD.Pro V8i (SELECTseries 6) 20.07.41.90 Pont Pun 300130 Softare licensed to Dew[ Jobrue M135XCO01 Spain Tower Job Information -- - Engineer- - Checked - Approved -' Name:. - - NRK BEA Date: 21-Sep-17- Project ID Project Name:. - ... .:... Structure Type 1 SPACE FRAME Number of Nodes 81 _ Highest Node 81 Number of Elements - 83 Highest Beam 83 Number of Basic Load Cases _ -2 Number of Combination Load Cases 24 Included in this rintout are data for., All The Whole Structure" Included in this orintout are results for load cases_ Type VC Name - Combination 45 1.OD+I.OWLS#1 Combination 46, 1.OD+I.OWLS#2 _ ' Combination 47, 1.OD+I.OWLS#3 Combination . 48 1.OD+1.0 W LS#4 Combination 49 1.OD+I.OWES#5 -Combination 50 1.OD+I.OWLS#6 -Combination 51 1.OD+I.OWLS#7 -_ Combination. 52 1:OD+I.OWLS#B - Combination- 53 1.0D+I.OWLS#9 ,Combination 54.. ' 1.OD+I.OWLS#10 -Combination 55.' 1.OD+I.OWLS#11. Combination, 56 1:OD+I.OWLS#12 Node Displacement Summary Job No Sheet No - Rev 5008867t 1 Rei ey NRK Date21-Sep-17 cna BEA Fi1B M135XCO01 Spain Tower (I oeternme 09-Oc1-2017 Node L/C - X (in) Y (in) _ Z- (in) Resultant (in) rX= (red) - rY (red) rZ ._ (red) :-MaxX 47 48:1.01D31.0WI 0.079 -0.020 0.034 0.089 0.001 -0.000 -0.002 Min X 48 . 531.OD+I.OWI -0.103 -0.026 0.009 "0.107 -0.000 -0.000 '-0.001 MaxY 58 53:1.OD+1.OW1 -0.009 0.030 '0.013' 0.034 350.734 -0.001 196.751. min 60 53:1.OD+I,OWI -0:011 -0.081 0.017 0.084. 350.734 -0.001 196.751 Maxz 51 53:1.0D+1:OWI -0.040 -0.045 0.146 0.157 0.003 -0.001 0.001 Mint 42 53:! DI.OWI 0.052 -0.030 097 002 -OOD7 -80.07051 6053 OD+IOW ;0.011 -0.081 008 37 -0. 001 19MaxrX f Min rX 47 45:1.0D+LOWI 0.033 -0.020 1 -0.063 1 0.074. -0.002 1 0.000 -0.001 I- on�r r..�em�m� nmmnnn we> Software licensed to Oewt Job Title M135XCO01 Soein Tower Node Disalacement Summary Cont... Job No Sheet No Rev 50088671 2 ;in Ref By NRK natc21-Sep-17 the BEA He nencvrnm c...,:.; T :.,,., n DateRme nn_, nn�� Node L/C - X (in) - Y - (in) Z (in). Resultant (in) rX (red) .. iY (red) - rZ (rad) Min rZ .OD+1 - - .012- 0.016 0.636 0.001 -0.019 OD+1.OW04 0).009 .00 05 .153:1 046 11 = 1 0.003 =0.001 0.001MaRsl51 Maximum.allowable displacement per TIA is 1.5% cantilever height under service loads 39" x (0.015) = 0.585 0.585" > 0.157" OK 1t Tme/Oate109110201715:47 STAAD.Pro-V8i(SELECTsedes 6) 20.07.11.90 Print Run 2012 APPENDIX C IP Dewberry Site Name: M135XCO01 Spain Tower Site Address: 6189 North US 1 Fort Pierce, FL 34946 M135XCO01 Spain Tower — Site Photos Photo of Antennas (Typical) Mapping Photos Site Name: M135XCO01 Spain Tower 1: Site Address: 6189 North US 1 Fort Pierce, FL 34946 Site Name: M135XCO01 Spain Tower Site Address: 6189 North US 1 Fort Pierce, FL 34946 Augment ID: M135XCO01 Q17.1 RFDS ID: 4921 g SihlaenNllratb Groae sans smmmam sMSSNeauk Name ar�vµpam PID RR RRU N SwaOE UDSIsa e - RMS laueoace- Reviskm Dxe RHOS ReWskebn INe Ness Dam Oeti nmaws WraerMd ..m let. - PWIMCeuri e n MNIRry Gbmen MaGl Moael Number Wei ht Ws D'm s N. ... . Manuhsturer BStery OacWp GfiluRMatlel Morel Number wei m m Dim al ln. ManufaaW rtr -' NaNbe'ei . Number --- MMelD . We' M Dimensions Manuhtturer wnttion mfes neeem aG.te " Wertlotul Ri Noles SpNai WnshuNbn Rtquban¢nts 1 UEReb MoaN - Meae xamber Wei M eim¢nLonsas N. . UERela Fr,r ... - ... . UE Relay CLHeight meters I.RaM. Maael Number wei nt IM Dim , N. ManufaNurer -- -- M.Te'Wt Meaty Moael Number wei nt G..1 Nmeozb ManufaRurer To Nat Duantit WxerPMeNkn 6inN MmN: Morel Number" - wei p t Lb - - Dimenaoaa Ink Manufadurer PmmarPmt km Cabwe GPSAMmna Motlet Morel Humber We M Ws Dimenaonz N. Manumenna DvsMhnna needed ante k terMode4 MotlN Numher Fwmenaei bt DiN. ManuraemLexcMier Gmwtn C3htnetMedef Morel Numbe, --- - Wei ht Lbs. ana.nz Manuhurertt Bi5 R3.M Zi Number Wergh o'm s ln.� M Numbeberorofrer Blz Al w .sprintvision.sprinl.com Report Date: 05/03/2017 Sprint Technologies Pagel of 4 w RF Design Sheet Band: 2500 Illpha Gamma OeOa L Epeilan 2bh RaEIe MOEel MpONumber RRU682lRRUS82 "" RRUS82 NIA WA "' WA 59-: 59 NIA'-" :: ! WA '. Db nem18.5 x6x-14 115,5 x8x 14 1 1B.5 xBx 14 NIA: I NIA We ufd brte FRG FRc I WA WA I NIA. -- W.Le,dRRL'sn. . edetlj 1 10 0:- 0- - RRU}o Fttibeilumper MiRe'Motlel _ M dNumbe WA - - NIA - N/A NIA— NIA -- .. :. N/A Weght(Q) WA:- WA WA WA I WA WA _ D..I.m WA NIA NIA WA WA N/A WnuhMmrj WA WA WA - N/A WA WA RRUte Fder Jumper Dry 0. 0 0 - 0 0 • 0. — RRU[oSpftlHUTtlpbiO J mperbiakeRdo'tlel - - ., WdelNumW NIA WA ,.: WA WA WA _:. .. WA WwlM(W) WA WA WA _ WA -" WA. NIA " "a,e - WA WA. NIA ' WA NIA. ';Menub ,, WA ': WA WA NIA WA NIA.. to p np er umper Dry. 0 0 0. 0 0 - -. 0 -.. Pobrb_peer - - MMC l W.W1 WA WA WA .-- WA --' WA Wegbt(1) WA WA WA - WA WA WA _ • pmensiprs WA .. WA WA I WA IMA WA Menuf a WA ... WA WA NIA. _ WA WA Flhi Netlel2 Motlel Nu— NIA WA 9 WA :." WA "' NIA:." WA " •'Wm-:) WA --WA. INIA. NIA INA I N/A.' '�'s'p-j WA -NIA I NIA II WA I NIA'. .� ManuhMre WA I NIA IIA WA WA WA FiitetMo'tle18 . M el Number NIA- I WA IWA .. NIA' .. ... WA. ... WA . . .Wegh[(dtt) WA I N/A NIA' ... NIA WA I WA': :Ourerrsipna IWA N/A. NIA . .. WA WA WA�. ... .. Manu Mre WA NIA I WA WA WA Trvnk:CabN.l MWONumb WA I WA m IWA 71 WA:" :'. NIA '".. '1 WA WeIgKtjla..j WA I WA IN.. NIA WA I WA. 'Mentlona(m) WA I WA IWA' NIA Nx I WA' .. Mndamrj WA ...I WA IWA - WA •. WA.. I WA" www.sprintvision.sprint.com Report Date: 05/03/2017 Sprint Technologies Page 2 of 4 RF Design Sheet Band: 1900 Alyha :Beta Gamma Dena Epzilon au RgdZMa0'I Mo0el Numbol WAWA "' NIA NIA WA N/A WegM(bs) WAWA IMA NIA'" WA "' NIA Dmemkm WA IMA IMA I WA'"' WA '"' - WA Manukobam WA I WA I WA I WA WA"- N/A Numberol RRlkne00e0 p 10 10- 0 0 0 _ RRU to FiOu Jumper MikMMoOeI MmelNumpe NIA INA I WA WA WA _ WA wegM(oa) WA I WA I WA WA I WA WA Dmemkm WA I WA I WA I WA I WA _ N/A Mnu%Mrerl WA I WA I WA I WA IWA WA RRUmFi ,Jumperpry 0 10 to o 10 0 U b'SDI�tlTripkaa r Jum{rr Y31mMOEe1 M elNumbsr N/A _ WA WA WA WA WA ... WegM(kz) WA NIA WA WA NIA NIA _ oummbna WA WA. WA WA WA. Manu Mmr WA WA WA WA WA WA to p r ar umpm Dry0 _ 0 _ _ .. 0 0 ... 0 0 foteiMOEeI M!LINumbs NIA WA A - - NIA WA WegM (Es) WA WA NIA WA WA NIA o'ummbm WA _ WA IWA- WA IMA WA Mambo .,]WA :. WA I NIA WA IWA WA FIM, ume1 Y MoOel Numbs WA WA WA--- — :_— WA WA'.' WA- -'Weght(W WA WA I NIA. _ WA IVA I WA. O'vrrensbm N/A WA I NIA - I NIA . . IWA: W-A=-1 WA IWA I NIA WA I NIA IWA FOWME413 MSINumbs WA WA WA. .. WA WA .. "" "' WA... WegM (Da) WA WA - NIA - I WA I N/A" 'Wnenslpm WA IWA N/A I WA IMA I N/A. Manuk M WA WA NIA I WA IMA I WA Tmnt Gbla} MOM N—n WA < NIA NIA WA:" NIA WA Wdiht(m.) NIA WA " WA .. WA WA' WA 'mmemimslkl WAI WA' IMA' WA I WA WA Manul WA IWA - - WA I WA I WA ... NIA . www.sprintvision.spdnt.com Report Date:05/03/2017 Sprint Technologies Page 2 of 4 RF Design Sheet Band: 000: .. :' Alpha '. .. :. .'Bata ': Oammo - OeBa Epsilon Zee, . Riam YOOeI - Model Number RRUS 11 RRUS 11 RRUS 11 WA WA WA Weight(bs) 50 50 t �x 50 WA" '" WA WA Obrenskna 182 x 17.8 6.0 182 x 17.0 x 5.0 1113,2x 17.8 x 6.0 .1 WA IMA WA Ylahudxzmi ERC FRO ERC I WA IMA WA. Number OlRRUS needed 1 - - 1 1 - - - 0 0 0 - RRUtoFltleiJumperM:Wlgoda Model Numbe WA -- WA - NIA WA - WA WA WeipM (Bn) WA. _ WA _ - WA WA - _ WA WA Dirmendoml WA I WA I WA I WA IWA WA ManuhcWrer WA INVA I WA I WA IMA WA RRUWFSer JammrQIy0 10 1 10 10 0 - mu b SpWte'rtFripkior Ju�ryer Yi"&hil Modal Number WA NIA WA WA WA WA Wa19M(0s) NIA WA ;. WA WA WA WA"' Ohnemlom NIA WA WA WA NIA. ' Manufth"w WA : WA WA WA WA WA.. . a or ump i oryo 0 0 6 0 0 Pok`r Yed:1 Model Number WA 1 WA A NIA -�A WA Wef M(ba) NIA IWA WA NIA A NIA .. .. q emkns NIA WA .. NIA WA NIA .. NIA.... Wnufticbmarl WA IMA WA I WA IWA WA FBhr YadN2 Model Number WA I WA IWA - WA WA WA— - _ 'WeghtMS) WA WA IWA WA I WA I WA. . Dimemgns WA ':I WA I NIA I NIA INVA.: . ' Manufecturer WA I WA IWA 1 WA I NIA WA Femwoddi Model Number WA 1 NIA IWA MA IWA WA.. ' Weight(be)MA WA WA WA I WA WA: ' . Gmembm WA WA WA I WA IWA WA Manukcbuar WA WA IWA I WA WA WA Trunk Gibbt Made) N=he,l WA 1WA a WA WA: WA 1 WA Weig"Okel NIA I NIA I NIA WA WA I NIA. ' "oimea -egnnl NIA I NIA IMA I WA I WA I NIA M.iuridweq WA I WA IWA I WA WA -I NIA www.sprintvision.sprint.com Report Date: 05/03/2017 Sprint Technologies Page 2 of 4 Band: 250D Alyna Beta ... '" Gamma „ 'Gelta Epsilon... .. Eeta ZNnk'Cabk:2 - -� Modelxumber WA - WA - - NIA WA -- WA :- NIA. ... .. -- . ._.'wa9ftlWs.I WA -- WA .' NIA.- - - WA ..WA WA.. ..:. :. - - 08nenNms VnA WA - - -- NIA --� -' .: NIA -WA �� WA � � ". WA .. _ Mmufx WA _- -- WA -.. .: WA WA.,. .. ... WA N/A . ... TmnYhbleiG ... Na¢cbroa - MNel Nu.berl WA IMA NIA PVA WA WA '. .". [. weighljL q WA .. WA - N/A - - A - WA _ WA . OimenamvllnA WA - WA - — NIA A WA WA Mmufxturer WA IWA INIA A WA WA Trunk.bk3 p Flelbp�Jumper MekeRm'deI ' .• Model Number WA - - We16ngWz.) WA WA A IA WA WA Mmenskns(ln.) WA WA A IA NIA WA Mdnufx r WA WA IA WA NIA WA - 6orid�,wmPdpry 0 0 0 0 Main Nae COsa Wire ode) Model Number WA NIA NIA A ".. WA N/A - wei6M1gWs.1 WA' .. WA WA A . • WA .. WA Dimemionz (,nl NIA IWA A A' WA WA. mandadum WA IMA A A WA N/A MalnlineUaip 0 0 .. ... 0' 0 .. Pew�"e JVOctian CYO ndermoodel MWdNumbe N/A."'-' -. NIA WA A... ': WA ""- :" N/A welgb,W) WA. WA WA A':' - WA '- -' WA D_imemlonslm.l WA N/A WA A WA- NIA - Manufatum WA WA WA A N/A' - WA Pb rluMwnp ndm019 0. -.0 0 - - _ - - 0. __ _ 0 Oplrcal Ju�cOo`n Cylinder,Gry. n«deq --' Model xumber N/A". .[:' WA A- WA IWA ,. We18M1gWsl N/A NIA NIA DlmeneimOW N/A /A NIA _.Mmdadmer WA W _ NIA WA - aPaol NratlonlyllyderpryrcMetl www.sprintvision.sprint.com Sprint Technologies Report Date:0510312017 Page 3 of 4 fiend: 1900 Npha- Beaa Gamma .Della Epaoon SeN Trw4Gble]4e/ TrunkceDle`2 _ modelxwnbe N/A -: NIA -- NIA - - N/A - weiengitaJ WA WA, WA WA WA O'imensiompn.) Manufrtmr WA-- - WA - --- -- WA IWA--- I N/A --- - WA .-. TrunkGbleE pp imnk Cable) ... _Me!Nmnber WA WA WA N/A NIA WA WeigFgYxJ WA INA N/A - - - N/A - N/A Oimenamnpn) WA NIA WA NIA N/A WA Manmaaurer WA WA N/A WA WA WA TrvnkGble3pry BOC mJumperMa4eM0'd¢I . "..ModelNwnbet 1`1/A •. ... - We1&([ .) WA NIA WA A WA WA pimemmn:(ln.) WA NIA WA A N/A WA Mmufiatwer WA WA IA A WA WA 9oaan]umcerary 0 '0 0 0 _ M3fn Rne Coaa MiFWi tlel ' mo Number WA WA - A IA " WA - WA weehtVml NIA' WA /A /A .. WA - WA 0�memiwrs O�1 NIA WA A /A N WA wn! WA N/A A /A WA IWA MMnIIneUm 10 .0 G 10 Pmrc JuncYon L)1intler Motlil morel Nvom WA.""' WA - A A'"" "WA - --- WAWA'" NIA A IA" WA NIAWA WA A JA A WA NIAWA WA A WA - WA u P r]".MillerOn 0_ 0-.. - - - - 0 _ 0 .'. OPY IJ cbon CylinEeiOry rleetletl .o TN—berl AI" NIA big WA [ WA - WeleM(lbs.l WA NIA. 0imemims(m.) NIA W WA ManufMurer WA WA _ WA pPnaFaemn numvGareeeea ' www.sprintvision.sprint.com Report Date: 05/03/2017 Sprint Technologies Page 3 of 4 Dwm: bop Alpm Berg aemme OeR EPe9nn - LM rnmkaFleean. - - - �. Trmftib Model Number N/A -- WA - NIA INIA -- NIA WA- _ _welphgWs.) N/A WA - NIA _ _ NIA - NIA WA Dimenslms(m.) N/A WA WA - NIA - NIA - WA M-0., WA INA - WA IWA - WA WA . Tnmk b20n T-MOable3 Model xunbe WA WA WA WA WA WA Wel8FtI1De.) WA WA - WA WA WA WA Dime IMA INVA INIA NIA WA .-n .uer WA I WA IVA A, WA WA TrwkCable30n sim=Jumperuikenfodil Mpdel Nunbn N/A .• weiem VDe.I WA WA A A, WA WA IHmerclons(m.) WA IWA A IA N/A WA MmKatbder N/A WA A A WA WA Bmtwnlum 10 la P 0 . 10 MainY etwx MikeModil Model Number NIA WA A A WA WA " wei' DDs.1 N/A WA A A' WA IWA Mmemimepn.A WA IWA r/A IIA WA I N/A Memdx—WA INIA A IA WA WA Mainline.uQryO la 10 10 0 10 Pover JuneOoo Cytlndei MEdaI Model mm�be WA lWA - '- WA A"" "' WA "" "" NIA weienglD.l NIA. WA WA A WA WA oimenlw(m.) WA WA INIA A WA WA " Manufxtaer WA - WA IWA A WA WA voxxrlurtion CNiMerpry 0 0 0 - - 0 0 OpllralJun—.t n69ndeiary'needid Madelxmnber NIA MIA NIA : IA- WA -. N/A WeieM(mv) WA MIA MIA MIA NIA. uimemsimms(m.) N/A MIA MIA MIA MIA N/A MmWaau WA WA— WA . O uwj.Mwng4rde,Qwm,edm www.sprintvision.sprint.com Report Date: 05/03/2017 Sprint Technologies Page 3 of 4 RF Design Sheet Band: 2500 Alpha Beta Gamma Delta Epsilon Zeta Amennel Model Number DT485&2XR DT4(55B- XR DT4 H-ZXR Weght(Brs) 58 58 58 WA WA WA D'inensions 72 x 14 x 8 72x 14x8 72x 14 x8 WA WA WA Manufacturer Cammscope camm5wp0 C Mmswpe WA WA WA tt Top Jumper MaMeRAoda/Clryl 2.5Jumper a 25 Jurn,er a 2.5Jumper I WA 10 WA WA a Ant 1 RF reaueated Diameter In" In- 1Q' NIA N/A NIA Ant 1. RF mc,usaled Top Jumpm Length(d) 8 8 8 WA WA NIA Antenna 1 AmnuM 5 _ N/A- -Ammar. l MeehanlalDT 0 0 0 WA WA WA examen. l Center 1.1ne(o) 1 182 182 182 WA WA WA Antenna l EleceiW DT 2 2 2 WA WA WA Means l Eleceial DT 2 NIA NIA WA WA WA WA Antenna l Electi DT] IWA I WA WA WA WA WA Antenna 1 Tw 0 0 0 1 WA IWA WA Antannet ----Matlel Number Weghl (Brs)N. WA NIA WA WA WA Dimensions WA NIA NIA WA WA WA Maretacravarl WA WA WA -- WA WA WA Top Jumper Mala,MadeJOtYI A a WA. 0 NIA 10 N/A 10 WA 10 WA Ant 2 RF Top Jumper Diameter WA WA NIA NIA WA WA Ant2RFTep Jumper Length88 WA WA WA WA WA WA Antenna 2AvmuN WA WA WA N/A N/A WA Antenna2MeManiatDT WA WA WA WA IWA WA Antexma 2Cenmr Line 00 WA WA WA WA WA WA Antenna 2 Elecaiwl DT NIA WA NIA WA WA N/A Antenna 2 ElecNcal DT 2 WA WA WA WA IWA WA Antenna2FJec9ical0T3 WA WA WA WA A WA Antenna 2Tw¢t WA WA WA WA IWA WA nwrvsprinh,sonapdnlwm Rewd Data:Un=01] Sprint Teetamic iss Pape 4 or4 w•t_. =-'s- RF Design Sheet Band: 1900 Alpha Eels Germans Della Epsilon Zen: nat Model Number APl(VSPP1&OA20 APX SPPI&PA20 Weght(ms157 57 WA NIA WA Dimensions 72 x 11.8 x T 72 x11.8x7 WA NIA WA Manure.re RFS RFS NIA WA WATop Jumper MakeRJodaiCtyl Bo0D900 Jumper la 80011900 Jumper a N/A o NIA WAAm1 RF requested Diameter 12" 12" F1117 N/A N/A N/A 1 RF requested Tap Jumper0 anyN(lb NIA WA NIA Antenna 1 ArimuNenna l MecLanlcal DT 0 0 WA N/A N/A,Antenna 1 Center Dne (lp 192 182 WA NIA N/A Antenna l Elai dal DT 3 3 3 'NIA NIA N/A Antenna 1 Eir ical DT2 WA WA WA WA INIA N/A Antenna l Ebc9ical DT3 INIA -- WA WA -WA WA WA Antenna l Tnist 10 0 0 WA WA WA In`renva2 Matlel Number We,M(�) NIA NIA _ NIA - WA - - WA - WA Dimensions NIA WA NIA WA WA WA Mznufxulu2r WA WA - NIA WA WA ' n2 Top Jumper MakeRAoda/OMy im u WA D WA 1 WA a Ant 2 RF Top Jumper Clameter NIA WA N/A WA WA WA MJ2 RF.Top Jumper Length(l) NIA NIA' NIA WA WA WA Antenna 2Avmum WA NIA NIA WA WA N/A Amenna2MacbarvcalDT. WA WA WA WA WA WA Antenna 2 Center tine(f0 WA NIA WA NIA 'WA WA Antenna 2 Electrical DT NIA NIA NIA NIA NIA NIA Anlenna2Elecbical DT2 WA NIA NIA WA INIA WA Antenna 2 Elec9iwl OT 3 WA WA - NIA N/A IIA WA Antenna 2T st WA WA WA WA IWA WA wwxspnnNisionspdntmm Repbn Dale: Oa 017 Spdnt TecBnola,les Page 4 of „• - `t- RF Design Sheet Band. 800 Alpha 8efa Gamm Dena Epsilon zeta: Amespot Model Numberwmn...gr:..anmena An.....yr.eoi.ee...ra Aum. m4ea.�. r..e Weight Me) 0 0 0 NIA WA WA Dimensions OZOXO Ox0a0 Oa0K0 WA WA WA Manufacturer KMW KMW KMW WA WA WA 1 Top Jmryrer Meke M.ca[CRO B00/1909Jumper la 800I19MA"er . 800I1900Jumper I WA a WA WA Ant l RF requested Diameter 117. Ix la” WA WA N/A Ant l RF requested Top Jumper Len9th(ry 8 8 8 �NIA N/A WA Antennat Apmulh 5 Antenna l Mechanical DT 0 0 0 WA WA N/A Antenna 1 Center Line (11) In 182 WA WA WA Antenna 1 Elt fi l DT 5 5 WA WA WA Antenna l Electrical DT 2 WA WA WA WA NIA WA Antenna l EkMral DT 3 WA WA I WA -WA-- - WA WA Antenna l T¢%t 0 10 10 WA WA WA Antenna Model Number Weight(Res) WA WA - WA - WA WA Dimensions WA WA WA WA N/A ManuMCWre N/A WA - F WA WA QTopJumperMaMRAaaeIDM A a WA 0 - WA 0 WA' a WA Ant2RFTop Junri,m Wmeter NIA NIA N/A WA WA WA Ao2RFTop Jumper Len9th(R) WA WA WA WA WA WA Antenna 2 Aarnulh WA WA N/A WA WA WA Antenna 2 Manhandled DT WA WA WA WA WA WA Antenna 2C ulm t.m.(it) WA WA WA WA WA WA Antenna 2 Eleelmal DT N/A WA N/A N/A WA WA Antenna 2 Electrical DT 2 N/A N/A WA WA INIA WA Anlenna2E1ectricalW3 WA WA WA WA WA WA Antenna 2 Tx%t WA WA WA WA WA WA wmv.spranNision.spnntcam Report Data: 0,1=1D17 8pmd Tachnolopies Pape 4 of Product Specifications Model DT466B-2XR 10 Port, Multiband, DualPol@ Planar Array @ Antenna, 817-869 and 2490-2690 MHz 1 column for 817-869 MHz and 4 columns for 2490-2690 MHz Integrated with a calibration board • Two internal RETs control the antenna arrays Electrical Specifications Frequency Band, MHz 817-869 2490-2690 Tilt Angle, degrees 0-8 0-6 Tilt Accuracy, degrees tl 31 Coupler from Antenna Port to CAL Port, dB N/A 26t2 - 4 Amp of coupler, Antenna Port to CAL Port, dB. N/A 50.9 A PHZ of coupler, Antenna Port to CAL Port, degrees N/A 57 VSWR (Antenna and CAL port) 51.5:1 s1.5:1 - PIM, 3rd Order, 2 x 20 W, dBc -150 -146 Isolation, Co -Polarization, port to port, dB N/A t27 Isolation, Cross Polarization, port to port, dB >_28 >_25 Isolation, Cross Polarization, between two columns port to port, dB z28 e.25 Specification for single column Beamwidth, Horizontal, degrees 62 f2 68 t7 Column Gain, dBi 15.8 17.5 Beamwidth, Vertical, degrees 10.6 t0.4 4.3 t0.5 Cross Polarization Ratio @ -3dB beamwidth, dB 18 14 Cross Polarization Ratio @600, dB 15 10 Front -to -back (total power @ 315°), dB 2:26 2:25 USLS@100 above main lobe, dB s-18 5-18 Input Power per RF Port Maximum, Watts 300 5o Specification for 65- Broadcast Beamwidth, Horizontal, degrees N/A 65±5 Gain, dBi N/A 17.1 Beamwidth, Vertical, degrees N/A 4.3 f0.5 Cross Polarization Ratio @00, dB N/A 217 Front -to -back (total power @ t15°), dB N/A >27 USLS@100 above main lobe, dB N/A 5-18 Null Fill, dB N/A z-22 . Specification for Beam Forming 0° Steering gain, dBi N/A 22.5 t0.5 0° Steering Beamwidth, Horizontal, degrees N/A 20 f0.7 0° Steering Horizontal Sidelobe, dB N/A 5-10 0° Steering Cross Polarization Ratio @00, dB N/A 17.5 0° Steering Front -to -back (total power @ t15°), dB N/A a30 30° Steering gain, dBi N/A 21.1 t0.5 Spacing between antenna arrays N/A 75 mm 02015 CommScope, Inc. All rights reserved. All trademarks identified by S or TM are registered trademarks, respectively, of CommScope. All specifications are subject to change without notice. 11/12/2015 Mechanical Specifications Color [ Radome Material RF Connector Interface [ Location [ Quantity Light gray [ Fiberglass 800 MHz - 7/16 DIN Female[ Bottom [ 2 2500 MHz - 4.1/9.5 DIN Female[ Bottom 1 8 Calibration Connector Interface 1 Location [ Quantity Type N Female[ Bottom [ 1 Dimensions Depth 209 mm [ 8.2 in Length 1825 mm [ 71.9 in Width 350 mm [ 13.8,in Net Weight 26.5 kg [ 58 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS S7/T 113642006 Above Maximum Concentration Value (MCV) Included Products BSAMNT-1 Standard two point mounting system to secure BSA panels to pipes with an OD measuring 2.4-4.5" (60-115 mm). Includes locking downtilt brackets and heavy gauge pipe brackets to provide superior windload performance. At9G p ©. A' LO mt—nol-VE E. ' ' C 817-Bd9 i401t . It ,MOO.0. y2 -� - r� 5 •.. l249W690 Mil C12490-2690 MHz CR 2490-2690-Mitt. R24902690 Nut • 02015 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM are registered trademarks, respectively, of CommScope. All specifications are subject to change without notice. 11/12/2015 2 PRCDUCT DATASHEET APXVSPPI8-C-A20 RADIO FREQUENCY SYSTEMS The Clear Choice° f� This antenna is an ideal choice for site upgrades and new deployments where three, frequency bands, or MIMO/4 RX diversity, is used to add capacity and increase coverage. Only 12 inches wide and 6,feet high, it maintains the size of a dual band antenna, while adding a third antenna path with no compromise in RF performance. It ran be used for 2G, 3G and 4G technologies. j This multi -band antenna features superior pattern symmetry and a, phase shifter for each radiating dipole providing exceptional patterns at all tilt settings, R is supplied with afield replaceable AISG 2:0 antenna control unit (ACU) for remote electrical tilt (RET) compatibility. FEATURES/BENEFITS Q Crosspolarization —triple band version with 6 ports (2x 806-869 MHz and 4x 1850-1995 MHz) 0 One phase shifter per radiating element —improves radiating pattems QSuperiorX-Pol Discrimination— Improves Rut diversity 0 High suppression of upper sidelobes — reduces cell interference 0 Enhanced tilt range from 0-10'degrees — ideal for applications it Eense areas 0 Variable electrical downrit—provides enhanced precision in controlling intercell.interference 0 High reliability —designed to last in a tower top environment 0 Design incorporates low windload— minimizes tower loading 0 Quick and easy to install— reduces installation time and costs O Includes one 0.5m AISG Jumpers ELECTRICAL SPECIFICATIONS APXVSPP18 Series Technical Features Frequency Range MHz 806-869 1850-1995 Gain dB! (d Bd) 15.5 (13.4) 18.0 (15.9) Horizontal-Bearnwidth ' deg 65 Vertical Beamwidth __deg 11.5 5.5 Electrical Downtilt Range . '-' deg 0-10 1st Upper Sidelobe Suppression d i >78 Front -To -Back Ratio: dB s27 >28 Polarization Dual poll ./-45- VSWR ! 1.5:1 Isolation between ports dB >26 3rd Order IMP 02 x 43 dBm dBc >753 Cross Polar Discrimination(XPD) 0- all >15 >20 Impedance Ohms 50 Maximum Power Input W 250 MECHANICAL SPECIFICATIONS Ughming.Proteaion" Direct Ground Connector 7ype/Lowtion (6) 7-16 Long Neck Female/Bottom Dimensions -N%W%D mm(in) 1829 x302 z 200 Weight w/o Mtg Hardware kg (Ib) 28 go Survival/Rated Wind Speed km/h (mph] 240 (150) / 150 (932) d Wi Applied Load Standard DIN 10554 Wind Load 0 Rated wind, Front N (Ibg 412 (93) Wind Load@ Rated Wind, Max. N (Hall 570 (115) Wind load .Rated Wind, Side N Qbg 510 (175) Wind Load,@Rated Wind; Rear N (160 468 (105) I TESTING AND ENVIRONMENTAL Operetiori temperature ' -C (°F) -40 to 60 (40 to 140 ) MATERIAL Radiative Mater(al/Color ASA/Light Grey RAL7035 j Mounting Hardware Material Diecasted Aluminum and Galvanized Steel I ORDERING INFORMATION Shipping Weight.:.: _ kq (Ib) 39 (86.5) Packing Dimemiods, HxWXD mm (in) 2020 x 384 x 379 (79.5 x 15.1 x 14.9) j APXVSPPI8-C-A20 REV: B REV DATE: 20.10.2015 www.rf wvorld.cc m: All information contained in the present Eatasheet is subject to commotion at time or ordering Page 1 W 2 { i 1 PRODUCT DATASHEET RADIO FREQUENCY SYSTEMS APXVSPP18-C-A20 The Clear C h o i c e's E'immsommm9N nap. F3@111.pi Antenna Array Antenna Drawing External Document Links Notes APM40 Series Datasheet For idditional mounting information please click °Ex emal Document Links' below. APM40 Series Installation Instructions { { i i APXVSPPI8-C-A20 REV: B - _ ' -- —REV DATE: 20.10.2015 www.6swodd.coml All intonnshon contained in the present datasheet is subject to confirmation at time of oioenng Page 2 of 2 Dimensions This section provides technical data and dimensions forthe ,Oku. Table 1 lists the .technical data for -the RRu:. Table,1 RRU:TechnkalDaia Description : Value --- ---- MaAmum total output power _.. SI(Z):. -. .. .. -BxlO Ul►, Bx2O 1Ni -Ma-MUM IBW 60 MHz Numb_ er of carriers "Out licenoe key -,one c amer With a license key -- up w three nariieis Fregueng Nki io 2690 MHz uplink and downTmk 1341 Dimensions'wl pout SolarS6leldand Handle `Height 470 mm Width 356 mm• Depth 153.6:mrh Ma ' fs. Roighf _ ,:_ . 605 mm 23.82 in Width 8615mm : 15 in Depth 1T/nuii 6:96 in Weight Without:Solar Shield and Handle. RRUS.B2.. 25:74 kg d RR US 82 2&'f5 kg 62 Ibs 'COfOr 0-0 Technical Data Description Value Dimensions with Solar Shield and Handle Height 500.mm - 19.69 in Width 431 mm - 16.97 in Depth 1.82 mm 7.17 in Weight RRUS 11 : 23 kg - 50.7 lb Color Gray (1) For RRUS.. i 1 87, 2x30W is guaranteed for operating ambient temperatures <+50 °C. For higher temperatures, 2x20W is guaranteed. (2) Detailed information about.LTE licences can be found in License Management. Detailed information about WCDMA licences can be found in,Licenses and Hardware Activation Codes. (3) RRUS 11 for 812 has a bandwidth that is 2 MHz narrower than 3GPP. The supported frequency corresponds to EARFCN (Channel Numbers) of 5010-5169 in downlink and 23010-23169 in uplink. The RRUS 11 size, height, width, and depth with solar shield, is shown in Figure 2. Unit of measurement mm Figure 2 RRUS 11 H Width, and Depth with Solar Shield GeD6]B 111 t1551-LZA 701 6001 Uen F 1 2012-02-07 7