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Home My WebLink AboutStructural evaluation letter l 7 � � ISE, Incorporated Structural Engineers Structural Evaluation Letter PROJECT ■ � rin SPRINT MS03XC197 Orono North WT 2700 Kelley Parkway Orono, MN 55356 PREPARED FOR inte- rat-ed 9 DESIGN SERVICES GROUP�' Integrated Design Services 2200 E. Williams Field Road, Suite 20 Gilbert, AZ 85295 ISE Project No. 6347 September 23, 2014 PO Box 50039•Phosnix,Arizona•85076•Office:(602)403-8614•Fax:(623 321-1283•www.ISE-INC.biz I t ISE. Incorporated Structural Engineers Telecommunications&Industrial Design PO Box 50039•Phoenix,Arizona•85076•Offlce:(602)403-8614•Fax:(623)321-1283•www.l E-INC.biz September 23, 2014 IS Job#: 6347 Jonathan B. Boutilier Integrated Design Services 2200 E. Williams Field Road, Suite 200 Gilbert, AZ 85295 Subject: Structural Evaluation of existing water tower structu e for proposed SPRINT antenna additions. Sprint Site Designation: Sprint MS03XC197 Orono North WT 2700 Kelley Parkway Orono, MN 55356 Tower Owner/Site ID: City of Orono Mr. Boutilier, At your request we have completed a structural evaluation of the existing water to er structure for SPRINT antenna additions at the 154'-0" rad center elevation. The analysis prese ted herein was prepared per IBC 2006/2009 and AWWA-D100-11 Standard for Welded Carbo Steel Tanks or Water Storage with a 90 mph (3-Sec Gust) Basic Wind Speed. We prepa� d the attached evaluation for loading as described in the Integrated Design Services CDs dated Ju y 16, 2014. Per our analysis: 1. The existing water tower sfructure has adequate capacity to support the roposed loading under 90 mph wind conditions as prescribed by ANSI/TIA-222-G. 2. The existing handrail system has adequate capacity to support the proposed oading under 90 mph wind conditions as prescribed by ANSI/TIA-222-G. Customer shall review the antenna and equipment listing presented herein nd confirm that the structure is accurately represented by our assumptions. We are pleased to have been of service for this project. If you have any question please feel free togiveusacall. Sincerely, Glen L. Hunt III, MS, SE/PE Principal Engineer 2 , , � ISE, Incoraorated Structural Engineers Telecommunications 8 Industrial Design PO Box 50039•Phoenix,Arizona•85076•Office:(602)403-8614•Fax:(623)321-1283•www.l E-INC.biz TABLE OF CONTENTS TitleSheet....................................................................................................................... 1 ExecutiveSummary........................................................................................................2 Tableof Contents............................................................................................................ 3 ProjectInformation ..........................................................................................................4 Analysis & Results........................................................................................................4-7 Conclusions & Recommendations ................................................................... .............. 7 Risa-3D Output ................................................................................................ ..............8 I hereby oertify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of ttte State of M;�Nv/ �i i i, ��N..:.....,N�,�'. Glen L. HuM III �` C�.• • �':!�''. License#50355 ' uc�seo ' s = ESSIONAL � ENGqVEER � � : � • � 50355 ,'�� i )'�''-•... ��,��g�.`��9/23/14 ��i�F�F Nj`�1Pi,`�� 3 L� f ISE. Incoruorated Structural Engineers Telecommunications 8lndustrial Design PO Box 50039•Phoenix,Arizona•85076•Office:(602)403-8614•Fax:(623)321-1283•www.ISE-INC.biz PROJECT INFORMATION: Code Compliance: IBC 2006/2009 Wind: AWWA-D100-11, 90 MPH (3-Sec Gust) Basic Wind Speed Structure Class III (I = 1.15), Topographic Category I, Exposure C Soils: N/A Structure: 150't Water Tower Project Documentation Provided by Customer: Integrated Design Sprint 2.5 Equipment Deployment CD's July 16, 2014 TEP Job No. 127344 Tower Mapping September 21, 2 12 ANALYSIS � RESULTS: Analysis Assumptions and Limitations ■ Information in the original design drawings or in the previous analysis that could ot be verified by ISE is assumed to be correct. ■ All support structure components are assumed to be in adequate condition to car their full design capacity. ■ The configuration of antennas, transmission cables, mounts and other appurtenan s is assumed to be as specified in this report. ■ Emergency/essential communication equipment is not located on the structure. Antenna Loading: The proposed SPRINT antennas will be attached to an existing handrail structure n the top of the water tank. The antennas and ancillary equipment will be mounted directly o the handrail structure at a rad center elevation of 154 feet above grade. The equi ment configurations considered for this evaluation are as follows: 4 1. I ISE, Incoraorated Structural Engineers Telecommunications 8 Industrial Design PO Box 50039•Phoeni�c,ANzona•85076•Office:(602)403-8614•Fax:(623)321-1283•www.ISE-INC.biz Existing: Sprint: Alpha/Beta/Gamma (1) Commscope SBCHH-1 D90B Panel Antenna (1) Samsung RRH-C2A (1) Samsung RRH-P4 (1) KMW ET-X-WM-18-65-8P Panel Antenna (1) RRH-V3 (1) Andrew VHLP2-18 Microwave Dish (1) Dragonwave Quantum ODU Future: Sprint: Alpha/Beta/Gamma (1) Commscope SBCHH-1 D90B Panel Antenna (1) Samsung RRH-C2A (1) Samsung RRH-P4 (1) KMW ET-X-WM-18-65-8P Panel Antenna (1) RRH-V3 (1) Andrew VHLP2-18 Microwave Dish (1) Dragonwave Quantum ODU Carrier#2: Alpha/Beta/Gamma (1) Commscope SBCHH-1 D90B Panel Antenna (1) Samsung RRH-C2A (1) Samsung RRH-P4 (1) KMW ET-X-WM-18-65-8P Panel Antenna (1) RRH-V3 Carrier#3: Alpha/Beta/Gamma (1) Commscope SBCHH-1 D90B Panel Antenna (1) Samsung RRH-C2A (1) Samsung RRH-P4 (1) KMW ET-X-WM-18-65-8P Panel Antenna (1) RRH-V3 5 1_ ' i ISE, Incorporated Structural Engineers Telecommunications 8lndustrial Design PO Box 50039•Phoenix,Arizona•85076•Offlce:(602)403-8614•Fax:(623)327-1283• .ISE-INC.biz Typical Carrier Loading — NOTE: MAIM'AIN I.NNIML/M 3'-0' HORIZONTAL SEPARATION BETWEEN EOGE OF NEW SECTOR t MIGROWAVE AND ALL RF ANTENNAS (3) PRQPQSE /^\ 25Q0 MHz S RINT / c 1 �A ANTENNAS W (�t) M3 RRU EACH, 800/1900 A�Hz �B NEW PIPE UNTS AZIMUTH Z5Q0 MHz � AZIMUTH 0' NEW HAh� L DESIGNED ISE AT TOP OF W TOWER. ,y'� �_`` REFER TO NGINEfRING a DRAWYINGS ISE. ;� �� y� � ;; ��`ti EXISTIN � ` » „ �.` �BSTRU ION UGHT x u , �` (REL ED TQ NE1N NEW MICROWAYE a ,� ,e,Zl�� Ex15TING vEPiT w � , ' �� HAN L) 281.81' . `� � " ' PROP�SED E ROUTiNG i ' i FdR HYBRIO ANO ' MICROWAVE LES. SEE ` EXISTING RQC3F , � ACGE55 H.17CH ; ��T A-4. � + � EXI�TING (2 � ; PE�7ETR,�TIO 5 FOR 3B i RROPOSED YBRID Qc 2500 MHz � � MICROWAVE LES AZIMUTFI � �(�� 240' � � EXISTI�JG HATCH . SECTOR 3 900/19 MHz AZI UTH 3,q �. 1 b' 800/19d0 MHz : AZIMUTH �-ExISTING HaTCH 240' `.�'� zg sEcr � 2500 MHz AZIMUTH 12Q' � N EXISTING C{?UN7Y� ANTE�1tva� (RELOCATED TO NEW HANDR/UL) AWWA D100-11 Wind Loading: Structure Class III (I = 1.15), Wind speed = 90 mph, Topographic Catego I, Exposure C KZ = 1.39 (AWWA Table 3) Velocity Pressure: qZ = 0.00256KZV21 = 0.00256(1.39)(902)(1.15) = 33.15 psf Wind pressure on handrail/mount pipes, PW= 33.15Cr= 19.9 psf (Cf= 0.6 for Cylindrical sections) 6 l. ' 1 ISE, Incoraorated Structural Engineers Telecommunications&Industrial Design , PO Box 50039•Phoenix,AHzona•85076•Office:(602)403-8614•Fax:(623)321-1283•www.IS -INC.biz Antenna Forces— Cf= 1.0 for flat panel SBCHH-1 D90B, EPA= (54.8" X 13.8") / 144 = 5.25 SF Wind Force, FW= (5.25 SF)(33.15 psfl = 174# Weight= 39.5# ET-X-WM-18-65-8P, EPA= (61" X 12") / 144 = 5.08 SF Wind Force, FW= (5.08 SF)(33.15 psfl = 169# Weight = 36.4# RRH C2-A, EPA = (23.7" X 15.7") / 144 = 2.58 SF Wind Force, FW= (2.58 SF)(33.15 psfl = 86# Weight = 56# RRH P4, EPA = (23.8° X 13.8")/ 144 = 2.28 SF Wind Force, FW= (2.28 SF)(33.15 psfl = 76# Weight= 60# RRHV3, EPA = (18.6" X15.5")/ 144 = 2.00SF Wind Force, FW= (2.00 SF)(33.15 ps� = 67# Weight = 59.5# VHLP2-18 MW Dish, EPA = (25.92�/4) / 144 = 3.66 SF Wind Force, FW= (3.66 SF)(33.15 psfl = 122# Weight= 25# The handrail system was analyzed using Risa-3D, a general p rpose 3-dimensional structural analysis software. The software was used to calculate me ber stresses and joint reactions under dead loads and wind loads as prescribed by A A-D100-11, and to perform AISC steel code checks (ASD). Risa-3D output is attached. Critical Post Reactions at Tank Connection per Risa-3D output: Axial, Fa = 1844# Shear, F�= 1329# Post connection to tank roof with a 6" Sq. X 3/8" th. steel plate Tank bearing, Fb�y = 1844/ (62) = 51.2 psi OK Plate welded to tank with 3/16" fillet weld around 24" perimeter Force in weld, FW= [18442 + 13292]'�/24° = 95#/in 7 j � f ISE, Incornorated Structural Engineers Telecommunications&Industrial Design PO Box 50039•Phoenix,Arizona•85076•Office:(602)403-8614•Fax:(623)321-1283•www.IS -INC.biz 2.375° OD pipe post welded to plate w/3/16"fillet weld Force in weld, FW= [18442 + 13292]'"�/ (2.375�) = 305#/in Allowable force in weld, Fa = �0.6(Fy)(AW) = 0.8(0.6)(70,OOOpsi)(0.25 X 0.25 X 0 707) Fa = 1,485#/in > 305#/in - OK Water Tower— The additional wind loads and equipment dead loads exerted on the water to er structure by the proposed antenna configuration are negligible in relation to the size of he tower in terms of wind area and fluid capacity. The existing water tower structure h s adequate capacity for the proposed antenna and equipment configuration. CONCLUSION AND RECOMMENDATIONS: On the basis of our analytical and comparative engineering evaluation we f d that the existing water tower structure and handrail system have adequate capa ity for the Proposed SPRINT antenna configuration. This analysis assumes that t e existing structures are in adequate condition to carry their full design capacity. We are pleased to have been of service for this project. If you have an questions regarding this repo�t please feel free to give us a call. 8 t' i � Z X Results for LC 1,ASCE 5(a)(a) ISE SK- 1 JRH Sprint MS03XC197 Se 23, 2014 at 3:56 PM 6�7 634 Sprint MS03XC197 New Han... � ' � 1 Ofl$813 � Rails Bot Rail Vert Post Mountl Z X oish Mount : RIGID �,..A-�w"""�"'...�.��..a, ��t �' � Results for LC 1,ASCE 5(a)(a) ISE SK-2 JRH Sprint MS03XC197 Sept , 2014 at 3:59 PM 6�� 6347 S 'nt MS03XC197 New Han... � _ • � � z x =:8@ =:os�� _:8@I' -.025 -.0361`.059k -.056 . _:@�� -:� =:8� .056k -.056 _:�� _ �� -.056 =:0� _:�@� =:8@ =:8� _:��§ -.056 -.056 Loads:BLC 1,Dead Load Results for LC 1,ASCE 5(a)(a) ISE SK-3 JRH Sprint MS03XC197 Sept 23, 2014 t 3:59 PM 6�7 6347 Sprint MS03 197 New Han... , . , . , � z x .169k .174k .122k .067k .`. .169k .076k .169k .067k .067k � �tli. .174k �,:::'. �" . 4k B.:: .076k 00 � . 6k . .169k ,086k ., i: . .067k .174k'� .1741011 k � .0. : .076 . 017ks 9k .169k .0 .174k .174k �� . .169k .011ks �� . ; 76k .076k .. . .067k .004 �� Loads:BLC 2,Wind Load X Results for LC 1,ASCE 5(a)(a) ISE SK-4 JRH Sprint MS03XC197 Sept 23, 014 at 4:01 PM 6�7 6347 Sprint S03XC197 New Han... , , i, , � z x .174k �' .174k 122k �::: : .169k .076k k .169k .067k .067k .17 .774k 11 ksf .07 .076k ! - H f' �i � .086k .169k sf .067k 4k .174k sf.174k 076k k .169k .1 11 ksf 86k �k .174k .174k .169k .076k .076 . ksf .067k 4ksf / Loads:BLC 3,Wind Load Z Results for LC 1,ASCE 5(a)(a) ISE SK 5 JRH Sprint MS03XC197 Se 23, 2014 at 4:01 PM 6�}7 6347 Sprint MS03XC197 New Han... . . �� o Company : ISE Sept 23.2014 Desi�er : JRH Job Number : 6347 Checked By. Model Name : Sprirrt MS03XC197 Global Display Sections for Member Calcs 5 � . � Include Shear Deformation? Yes „ � � � � r �Trans Load Btwn Irrtersecting Wood Wall? Yes „ � _ s � .�, Area�Load Mesh (ir�^2) � � � � �� , . � �. � , ,� #�� '� h`�°i.��' � - , °""u' ' : . .,. �, _ � . . F P-Delta An� sis Tolerance 0.50% Automaticl Iterate Stiffness for Walis? Yes Gravi Acceleration ft/sec^2 32.2 Ei ensolution Conv ence Tol. (1.E- 4 Gbbai Member Orierrtation Plane XZ D namic Solver Accel�ated Solver Hot Roaed Steel Code AISC 13th 360-05 :ASD RISAConnection Code AISC 13th(360-05):ASD Wood Code AF&PA NDS-05/O8:ASD Concrete Code AC I 318-11 Aluminum Code AA ADM 1-05:ASD-Build�ng Number of Shear Regions 4 Biaxial Column Method Exact Irrtegra6on Concrete Stress Block Rectan ular a �. Use Cracked Sections Slab? Yes Unused Force Wamin s? Yes - � .� �� Concrete Rebar Set REBAR SET ASTMA615 �_,; � �Max%Steel for Column 8 RISA-3D Version 12.0.2 [M:1...\...\...\...\...�6347 Sprint MS03XC197 New Handrai .r3dJ Page 1 , . ., , � Company : ISE Sept 23,20 4 Desi�er : JRH Job Number : 6347 Checked y. Model Name : SpriM MS03XC197 G/oba/ Continued Seismic Code ASCE 7-10 ._.. 4M , Add Base Weight? Yes v ._ �. Ct X .02 T X(sec) Not Entered � , z _ e � �' �x ,9�ro� � � �� RX 3 Ct Ex . X .75 SDS 1 TL sec 5 mZ 1 ho Z 1 Hot Rolled Steel Sec6on Seis Labd S e T Des' List Maffirial Des' n R... A in I in4 la in4 J m4 1 Rails PIPE 2.OX Beam Pi e A53-B-35 T 'cal 1.4 .8 7 .827 1.65 3 Vert Post PiPE 2.ox Column Pi e AS�B-35 T 'cal 1.4 . 27 .827 1.65 5 Mount 2 3/4" OD VBrace BAR A36 Gr.36 T 'cal .442 16 .016 .031 Member Point Loads BLC 1 : Dead Load Member Label Direction Ma itr�de k k-ft Location ft% 1 M91 Y -.04 4 3 M84 Y -.036 4 A 5 M91 Y -.056 1.5 ��7�� M91 Y -.06 3 ,9 M84 Y -.059 3 11 M126 Y -.025 4 f 13 M114 Y -.059 3 �._�� 15 M 117A Y -.056 L5 17 M 120 Y -.036 4 RISA-3D Version 12.0.2 [M:�...\...t...\...\...�6347 Sprint MS03XC197 New Handrail r3dJ Page 2 � ♦� } � Company : ISE Sept 23,2014 Desi�er : JRH Job Number : 6347 Checked By. Modei Name : Sprint MS03XC197 Member Point Loads LC 1 : Dead Load Continue Member Label Direction Ma nitr�de k k-ft Location ft% 19 M 123 Y -.04 4 21 M 123 Y -.06 3 23 M 1266 Y -.059 3 � F , . . n 25 M 129A Y -.056 1.5 27 M126C Y -.036 4 29 M 1296 Y -.04 4 31 M 1296 Y -.06 3 33 M 132A Y -.059 3 35 M 135A Y -.056 1.5 37 M 138 Y -.036 4 39 M 141 Y -.04 41 M 141 Y -.06 Member Point Loads LC 2: Wind load Member Label Directiw� Ma i�de k k-ft Lo tion ft% 1 M91 X .174 4 3 M84 X .169 4 5 M91 X .086 1.5 7 M91 X .076 3 9 M84 X .067 3 11 M126 X .122 � 4 13 M 114 X .067 3 15 M 117A X .086 1.5 17 M 120 X .169 4 19 M 123 X .174 4 21 M 123 X .076 3 23 M126B X .067 3 25 M 129A X .086 1.5 RISA-3D Version 12.02 [M:1..1...\...\...\...�6347 Sprint MS03XC197 New Handrail.r3d] Page 3 ; n o Company : ISE Sept 2 ,2d14 Desi�►er : JRH Job Nixr►ber : 6347 Check d By. Model Name : SpriM MS03XC197 Member Point Loads LC 2: Wind Load Continued MemberLabel Direction Ma ih.�de k k-ft Locati ft% 27 M126C X .169 29 M129B X .174 � 31 M 1296 X .076 33 M132A � � X .067 35 M 135A X .086 1. 37 M 138 X .169 39 M 141 X .174 41 M 141 X .076 Member Point Loads BLC 3: Wind Load Z AAember Label Directi� Ma itude k k-ft Locati ft% 1 M91 Z .174 3 M84 Z .169 5 M91 Z .086 1. 7 M91 Z .076 9 M84 Z .067 11 M 126 Z .122 13 M 114 Z .067 15 M 117A Z .086 1. 17 M 120 Z .169 19 M 123 Z .174 21 M 123 Z .076 23 M 126B Z .067 25 M129A Z .086 1. 27 M126C Z .169 i 29 M 1296 Z .174 31 M 1296 Z .076 RISA-3D Version 12.02 [M:�...\...\...1...\...�6347 Sprint MS03XC197 New Handrail.r3d] Page 4 � ss , ^ Company : ISE ept 23,2014 Designer : JRH Job Number : 6347 hecked By. Nbdel Name : Sprint MS03XC197 Member Point Loads LC 3: Wind Load Z Continued Member Label Directiw� Ma nitr�de k k-ft cation ft% 33 M 132A Z .067 3 35 M 135A Z .086 1.5 37 M138� Z � .169 4 ��- � .. 39 M 141 Z .174 4 41 M141 Z .076 3 MemberArea Loads LC 2: Wind Load Jant A Jant B Jant C Jant D Direction Distributi� Ma nibude k 1 N2 N 1 N 17 N 18 L open struchire ,02 3 N16 N15 N31 N32 L oP�+Sg�� .02 5 N14 N13 N29 N30 L open struch�re ,02 7 N12 N11 N27 N28 L open Structare .p2 9 N10 N9 N25 N26 L open StrucUare ,02 11 N8 N7 N23 N24 L open str�hire ,02 13 N6 N5 N21 N22 L op�Struct�re ,02 15 N4 N3 N19 N20 L Open Struchire ,02 17 N11 N145 N147 N27 L open Struc�re ,p2 MemberArea Loads LC 3: Wind Load Joint A Jant B Jant C Jant D Direction Distribution Ma ni�de 1 N2 N 1 N 17 N 18 H open Structure ,02 3 N16 N15 N31 N32 H Open struc�re ,02 5 N14 N13 N29 N30 H oP�S�'�� .02 7 N12 N11 N27 N28 H open structure ,02 �. 9 N10 N9 N25 N26 H op�s�'�� .02 11 N8 N7 N23 N24 H Open Structare .02 13 N6 N5 N21 N22 H oP�+S�'�� .02 15 N4 N3 N19 N20 H open struch�re .02 17 N 11 N 145 N 147 N27 H Open Structire ,02 RISA-3D Version 12.0.2 [M:�..\...1...\...\...�6347 Sprint MS03XC197 New Handrail.r3d] Page 5 • f� 1 ^ Company : iSE Sept 23,2014 Desi�er : JRH Job Number : 6347 Checke By. Nbdel Name : Sprint MS03XC197 MemberArea Loads LC 3: Wind Load Z Continued Joint A Jant B Jant C Jant D Direction Distribution ni�de k Basic Load Cases BLC Descri ion Cate r X Gravi..Y Gavi..Z G ' Jant Pant Distrib...A a M...Surfac... 1 Dead Load DL -1 41 . _ , , ,_ , n 3 Wind Load Z �WLZ 41 18 5 BlC 3 Transient Area L. NO(le 135 Load Combinations Descri 6on Sd...PD...SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Fa tor BLC Factor 1 ASCE 5 a a Yes Y DL 1 WLX 1 3 ASCE 5 a c Yes Y DL 1 WLX -1 5 ASCE 6 a a Yes Y DL 1 WLX .75 LL .75 LLS .75 7 ASCE 6 a c Yes Y DL 1 WLX -.75 LL .75 LLS .75 9 ASCE 7 a Yes Y DL .6 WLX 1 11 ASCE 7 c Yes Y DL .6 WLX -1 Env�elo e Joint Reactions Joint X LC Y LC Z k LC IuDC k-ft LC MY k-ft LC MZ k-ft LC 1 N44 rrrax .617 11 1.124 3 1.329 9 0 1 0 1 0 1 3 N150 max .511 4 .933 4 1.034 4 0 1 0 1 0 1 5 N46 max .366 12 .583 3 .915 4 0 1 0 1 0 1 7 N43 max .161 11 1.844 1 .888 9 0 1 0 1 0 1 9 N37 max .055 1 .504 1 .887 4 0 1 0 1 0 1 11 N45 max .093 1 .754 3 .853 4 0 1 0 1 0 1 13 N38 max .411 4 .533 1 .831 4 0 1 0 1 0 1 15 N145 max .707 3 .911 3 .744 3 0 1 0 1 0 1 17 N36 max .352 2 .548 1 .741 4 0 1 0 1 0 1 19 N47 max .569 4 .396 2 .613 3 0 1 0 1 0 1 RISA-3D Version 12.0.2 [M:�..\...\...\...\...\6347 Sprint MS03XC197 New Handrail.r3d] Page 6 , � J � Company : ISE S t 23,2014 Designer : JRH Job N�nber : 6347 C ecked By. Nbdel Name : Sprint MS03XC197 Envelo e Joint Reactions Continued Joint X LC Y LC Z k LC MX k-ft LC MY k�t LC MZ k-ft LC 21 N39 max .649 4 .473 4 .537 3 0 1 0 1 0 1 23 N35 max .533 2 .38 2 .535 1 0 1 0 1 0 1 � 25 N34 max .733 3 .545 2 .349 1 0 1 0 1 0 1 � - -� 27 N48 max .756 11 .557 2 .347 3 0 1 0 1 0 1 29 N40 max T.672 3 .791 4 .3 11 0 1 0 1 0 1 � 31 N42 max .731 10 1.659 2 .247 10 0 1 0 1 0 1 33 N33 max .834 3 .505 2 .063 10 0 1 0 1 0 1 35 N41 max 1.082 10 .883 4 .043 12 0 1 0 1 0 1 37 Tatals: max 7.381 11 3.854 3 7.521 4 Env�elo e A/SC 13� 360-05 :ASD Steet Code Checks Wlember S e Code Check Loc ft LC Shear...Loc......L.Pndo...Pnt/o... Mn /...Mnzz/... Cb E 1 M17 P�E 2.oX .205 3.902 1 .023 3.9... � 24.265 29.341 1.684 1.684 .296 H1-1b 3 M19 P�E 2.ox .189 0 2 .023 3•9••• 4 24•265 29•34� 1.684 1.684 2.306 H1-1b 5 M21 PIPE 2.ox .217 3.902 4 .030 3.9... 4 24.265 29.341 1.684 1.684 2.294 H1-1b 7 M23 PIPE 2.OX .176 0 1 .044 3-9-•• 4 24•265 29•34� 1.684 1.684 2.312 H1-1b 9 M25 P�E 2.ox .224 0 4 .060 O 4 24.265 29.341 1.684 1.684 2.263 H 1-1 b 1 _ � . 1 �11 � M27 PIPE 2.ox � �.346 � �� 3.902 3 .078 3.9... 3 24.265 29.341 1.684 1.684 229 H1-1b 13 M29 P�E 2.OX .204 0 4 .044 0 4 24•265 29•34� 1.684 1.684 2.298 H1-1b 15 M31 P�E 2.ox .199 0 3 .025 3.9... � 24.265 29.341 1.684 1.684 2.306 H1-1b 17 M33 P�E_2.OX .245 .182 2 .080 0 1 �•183 �•�� 1.684 1.6 2.821 H1-1b 19 M35 PIPE 2.ox .330 .182 4 .101 0 4 25.183 29.341 1.684 1.6 1.895 H1-1b 21 M37 P�E 2.ox 235 .182 4 .093 O 4 25•�83 29•34� 1.684 1.6 2.65 H1-1b 23 M39 P�E 2.ox 262 .182 1 .125 0 4 ��183 �� 1.684 1.6 2.801 H1-1b 25 M41 P�E 2.ox .333 .182 1 .104 O 3 25.183 29.341 �.684 1.6 3 H1-1 b 27 M43 Pu'E 2.ox ,285 .182 4 .097 0 4 �•183 �•�� 1.684 1.6 3 H1-1b 29 M45 PIPE 2.OX .264 .182 3 .091 O 3 25.183 29.341 1.684 1.6 2.834 H1-1b RISA-3D Version 12.0.2 [M:\...\...\...\...\...�6347 Sprint MS03XC197 Nevv Handrail.r3d] Page 7 . �". 1'N , ^ Com�ny : ISE Sep 23,2014 0 Designer : JRH Job Number : 6347 Ch ked By. Model Name : Sprint MS03XC197 Env�elo eA/SC 13th 360-05 :ASD Steel Code Checks Continued Member S e Code Check Loc ft LC Shear...Loc......L..Pnclo... Pnt/o... Mn /...MnnJ... b E n 31 M47 PIPE 2.oX .321 .182 3 .095 0 1 25.183 29.341 1.684 1.684 2. 29 H1-1b 33 M50 PIPE 2.OX .193 3.902 1 .020 3.s... � 24.265 29.341 1.684 1.684 2 293 H1-ib 35 M52 P�'E 2.ox .172 0 2 .020 3.9... 4 24.265 29.341 1.684 1.684 .311 H 1-1 b �__ _ - 37 M54 PIPE_2.OX .204 3.902 4 .027 3.9... 4 24.265 29.341 1.684 1.684 .292 H 1-1 b 39 M56 P�PE 2.ox .158 0 1 .041 3•9••• 4 24•265 29•34� 1.684 1.684 .313 H1-1b 41 M58 PIPE 2.ox .227 0 4 .060 0 4 24•265 29•34� 1.684 1.684 .259 H1-1b 43 M60 PIPE 2.oX .307 3.902 3 .077 3.s... 3 24.285 29.3a1 1.684 1.684 2.243 H1-1b 45 M62 P�E 2.oX ,1g4 0 4 .041 0 4 24_265 29.34� 1.684 1.684 2.293 H1-1b 47 M64 P�PE 2.ox .184 0 3 .023 O 3 24•265 29•34� 1.684 1.684 2.309 H1-1b 49 M66 P�E 2.ox .230 3.902 1 .025 0 3 24•265 2s.34� 1.684 1.6 2.295 H1-1b 51 M68 PIPE 2.ox .204 0 2 .023 3.s... � 24.265 29.341 1.684 1.6 2.302 H1-1b 53 M70 P�E 2.OX ,242 3.902 4 .029 3•9-•• 4 24•265 29•34� 1.684 1.6 2.294 H1-1b 55 M72 PIPE 2.ox .187 0 1 .045 3•9••• 4 24•265 29•34� 1.684 1.6 2.299 H1-1b 57 M74 P�E 2.OX ,248 0 4 .061 0 4 24.265 29.341 1.684 1.6 2.27 H1-1b 59 M76 PIPE 2.ox .355 3.902 3 .080 3.9... 3 24.265 29.341 1.684 1.6 2.289 H1-1b 61 M78 PIPE 2.OX _226 3.902 2 .044 O 4 24•265 29•34� 1.684 1.6 2.287 H1-1b 63 M80 P�E 2.OX .217 0 3 .024 3.s... � 24.265 29.341 1.684 1. 84 2.298 H1-1b 65 M84 P�E_2�0 .194 2.708 3 .037 27... 3 ��•068 2�•3�� 1.245 1 45 2.571 H1-1b 67 M98 PIPE_2.o .194 2.708 2 .037 27... 2 17.os8 21.377 1.245 1. 45 2.153 H1-1b 69 M126 P�E_3.0 .073 3.021 3 .027 �.o... 3 37.s4s 43.383 3.825 3 25 2.909 H 1-1 b 71 M128 P�E 2.OX .147 0 3 .070 0 3 24.232 29.341 1.684 1 684 2.229 H1-1b 73 M131 P�E 2.Ox .171 0 4 .062 3.9... 4 24.232 29.341 1.684 1.684 2.193 H1-1b 75 M133 PIPE 2.ox .166 0 4 .063 3.8... 4 24.232 29.341 1.684 .684 2.221 H1-1b 77 M135 P�E 2.OX .180 3.333 4 .069 1.0... 4 25.544 29.341 1.684 .684 2.652 H1-1b 79 M117A PIPE_2.0 .202 2.708 2 .039 27... 2 17.068 21.377 1.245 245 2.146 H1-1b 81 M123 P1PE2•0 202 2.708 2 .039 2�•.- 2 17.068 21.377 1.245 1.245 2.152 H1-1b RISA-3D Ve�sion 12.0.2 [M:l..\...\...\...\...16347 Sprint MS03XC197 New Handrail.r3d] Page 8 � 1� ., f o Company : ISE Sept 23,2014 Desi�er : JRH Job Number : 6347 Checked By. Model Name : Sprint MS03XC197 Env�elo e A/SC 13th 360-05 :ASD Stee/Code Checks ConSnued Member S e Cade Check loc ft LC Shear...Loc......L..Pnc%...Pnt/o. . Mn /...Mna/... Cb E 83 M129A PIPE_2.0 202 2.708 1 .039 �7... � 17.068 21.37 1.245 1245 2.734 H1-1b 85 M1296 PIPE_2.0 .202 2.708 4 .039 27... 4 17.068 21.37 1.245 1.245 2.063 H1-1b 87 M135A PIPE_2.0 .202 2.708 4 .041 .�2 4 17.os8 21.37 1.245 1245 2.251 H1-1b 89 M141 P�E_2�0 .076 2.708 3 .022 27-.• 3 17•068 21•377 1.245 1.245 3 H1-1b