HomeMy WebLinkAbout20010092 Structural Analysish�„�-�m��,� z� z�,�
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Ligonicq IN 46969
(S�i�i) �99-2J2J
Structural Analysis Report
75Q000 Gallon Spheroid Wa[er Tower
1lfsson 1 CommunfcabonsReport# 19-it-012
Gtienc Informacioa
CompancNamc �'criz��nAGircic�s
JisNamc GN IiG" and i�Acridian
Tower Sice Informucion:
Sis Address: 2251 I i 14U"Sc
Carmcl,IN 46U32
liamil�on Goann-
SimCoordinamr laiiiudc39°59'S935"
LonS mdc -fi6" OT J.84'.
Resnits:
LoadCase: Exiscing+ProposedChanges
(See vable C22 Po� specffic IoaA tiPovmavfon)
Tower Capaciry PASS*
Mounc Capadty 91 J"5 PASS
*Pcr nc� 2n12 Insrna�ional Lsis�inG 15uildinG Godc Scaion 1103 rhis �vasr m�vcr is �virhin acccprzblc
lin.irs ot nc�+llo.��+blc incrc+sc ro dcsipn Irrcr+l rnd . crci�al forczs-
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Table of Contents
1) INTRODUCTION
2) ANALYSISMETHODSANDDATA
2.1) i1A'N,YSISCRIT4�.RIi1
22) I,Oi1D1A'(3 COA'PI(3liRi1T10A'
23) 43XIST1A'(3 1A'POR�Ii1T10A'
2.4) i1SSlltipTlOA'S
3) RESULTSANDCONCLUSIONS
s.t� �v.i ����n�si.tt i ��n�� i��cattnstts
32) �IOUA'T�IRbIBFBCi1Pi1CITY
3� COA'CIAISIOA'S iiA'D kRCO�I�IFV'Di1T10A'S
4) APPENDIXA
4.1) i1SC4�.7 SIT4�. D4�.SIGA' CRIT4�.RIi1
5) APPENDIX B
�.t� ov.c:tn.nT�o��s
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1) INTRODUCTION
I�il.tio�IGonnU�[d[ I.pICdtiCfl[(;UIJnI[[M1I..[UCNdI22Iy1zFCpOF[[OfIC[On Cf[IC2f¢m(nponCfl
m.�cr and mow� mcc� ��c c�rrcm vvcmml mdcx and xmndard-. of ��ix ]�rivlicuon con.idcring all prop�hcd and
cxisong Imdinga� lismd in �his reporc
2) ANALYSIS METHODS AND DATA
'I'hi �kc .�,�apcf - cll .__�nb x.�;di'I'dca . oninl r� 4o�um� 1,1��rn�+nAQ/�.rer
\Gurti Assuciaouvspccifcaouv=. SccAppcvdicccfovcalculaouvs.
2.1) ANALYSIS CRITERIA
Dc�igv S�avdards
BuiWinGCodc
\�'ind Spccd A�'i�hou� ic<
\�'ind SpcM \�'idi Im
s<�;« �v��d s�«d
Icc'I'liicknc,�
SauCN[C Class
TI;1-22&(3
2n12In¢madnnal BuildingGndc
2i �74lndiana Building Godc
12a mph is .. ��J rvs� V,�,
�F.2i�-alrn� m<l3 ��ph lscwnd gust V
-0U �iph 'r.cr.oiid s�.�
6U niph 3-xcond g _
P' R�.�di�el
II
(,rc«IIUFh� nk
Su. mc D<.i�;� Ga�,on ;SDG) R
Sasm¢SpttrrelRcsporec(S;i a115
Scis�iic5pa:roalRcsponsc(Sn LLUfli
2.2) I.OADING CONFIGURATION
Equipmen�
� Elevntlun - Mu��n[
(4) Q�y, DescdpHon
i5kLi1 3 _ F.nc�ronKRF.1i11225V2v-/22i1N .
iSAo i F.nc=v�n3fA9
i58.o G�mmsa��eCBC/ST-DS-q}2g GuarJrailj
Pipc M1lwmo
Li8.i1 SL1'Ji1133i/3
US.iI 3 CummsmpcbSdMN'I'SbS-2-2
GSi� 6 (�.ommsmpcl:lll11fi5(�.H36
I�Z�� 3 F,ncRonRRLS321ififi Gunrdnll/
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Feedlines
Nuces
Qty Description
Urnzon
Proposed
IIF'I'1>III. Umin�n
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23) EX[STC
Doci�menc Ai�chovinfonnacion Soi��ce
�n�.«ro,�, �v,«r�n�.«r,��„i,�s�s,o�x��„a„��„��r�„„n/oz/zme �rss���„ia��,�,�„��,a��„s
a�i�ra.�;�,Pti��x�„ie„�„��d„P_izio�izme m�tt��„ie��,�,��d�aa�„t
a�i���,��;���,i��.,,�r ��«d��,izio�2ma
RYDS Shcc4 Vcri�mn \Gircics�, OS/20/20t9
2.4) ASSU�IPTIONS
��ss�„� i c„�„�„�����,e„�s
Vcri�..ov \Gircic»
'I'hc follo.�ing a..�mpuon..rerc madc �o complc�c �hlx analcxlx. if anc of ��c axx�mpuonx arc no�.alid
Missiov 1 G�mmuvicatlovs mus� bc m�ifcd so dic appropvias diavgcs cav bc madc m dic avalcsis,
u��dus� , md recommrnda�io�..
�. ThCLTCCl2ILL�[LNCNC6mClCbU1�L1I12CCnrt�2I1CCRlLh1i12IlUI2CNlCI�SS�CCIhC2LInpS
_ 'fhc�oa-cra�ds�mauroha�cbcc��rni�rzi�cdi�acu�rda�ccai�hi�du+�ns�a�darJx
3. Noum arcax and .vclgh� arc axmmcd ba�cd on pho�ograpls and o��cr pro.idcd infomiauon.
1 All comcaiovs avc asmmcd m dccclop dic full mcmbcv capaci�- uvlcss mmd odicrn-isc iv diis �cp�ac
5. h1a¢nalgradc�arcpermpplicdda�a,ora�ac.umalandno�alinApprndixl3.
G. PcMlincs-.M-.ppurmn-.nms-.rcconNr�umA-usho.vninrhisrcpom:UlfcMlincs-anA-appurcrn�mccs-arc
a.umcd � hc properlc wppor�cd per manufvcwrcr'..pccificauonx.
3) RESULTSANDCONCLUSIONS
3.1)ALLOWABLELOADINGINCREASES
ILoad Tyye % Increase
SJr�;,
\��inJ O� crtuminr iAiomrn � b'J"<�
•Pcrdic2Ut21 c nal�sis� BllingColcScrnon11U3d_ .-rcrro.vcri �hinacccprablclimirs
ofdic�+Ilo.cablc5`b crr.�scrodcsign.crcicalf�rms
• Pcr dic 2012 Inmrnaounal E isong Building C��dc Scco��n 1103 dii� mamr anccr i� midiin acccp�ablc limi¢
of dic all�ncablc 10°L incrcasc m dcsi�n lamral fiaccs.
32) VIOUNT f.APAf.ITP
Mounc
Guardnil
MemMer %Capaciry Paee/Pail
II-andr-ail'fop R-ail <ll1°6 Paxr
I Iandrail ��lid Rail GG1^;. Pass
Ilandrail'focboard 125'6 Paxx
Il�endrailPon ^LL9°G Pa—
Ilavdvail Kickcv 199"L Pass
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33) CONCLUSIONS AND RECOVIVIENDATIONS
Thc csistivg �o�ccv avJ gua�Jvail mom� avc s�mcmvallc aJcquam m sadsfi- dic vcqui�cmcn¢ of dic applicablc
codc�avds�avdards. NomodiFlcaooa�arcrcquircda�rhL dmc.
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APPENllIXA
ASCE 7 SITE DESIGN CRI1'ERW
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�SCE
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Address:
No Atltlress atThis
Location
ASCE 7 Hazards Report
Standard: nseeisei �-io EICVBIIOfI: 815.48 k(NAVD 88)
RISk CdIE90ry: III LdIIfUdE: 39�9998
SoilClass: o-Stiffso�i Longitude:-es.im
�
�
Wind
Resul[s:
Wntl Speetl'
10-year MRI
25-year MRI
50-year MRI
100-year MRI
Data Source:
Date Accessed:
120 Vmph
76Vmph
84Vmph
90Vmph
96Vmph
ASCEBEI 7-1q Fig. 26.5-18 and Figs. CC-1—CC-4, incorporeting erreta of
March 12, 2014
Wed Nov 20 2019
Value provided is 3-second gus[ wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between conrours. Wind speeds are interpolated in accordance with tl�e 7-10 Standard. Wnd speeds
correspond to approximately a 3% probability of exceedance in 50 years (annual exceedance probability =
0.000588, MRI = 1,700 years).
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id regions should be examined for unusual wind
waa uo� zo so�s
�SCE
�,����,.����<<, �,�„�,
Seismic
Site Soil qass: D- StiH Soil
Results:
Ss ' 0.145
S� . 0.081
Fa '. 1.6
F.'. 24
SMs . 0232
Smi '. 0.194
Seismic0esignCategory B
_ MGER Response Spectrum
o is
oioi `
o as
o.
� . Ba�) V6 T�6)
Da[a Accessetl:
Date Source:
Sos '
Sm
T� '
PGA'.
PGAM
Fp�n
0.154
0.129
12
0.066
0.106
1.6
125
�esign Response Spectrum
ooc� �
n aa
$a�) V6T�6)
Wed Nov 20 2019
USGS Seismic �esign Maps based on ASCEISEI �-10, incorporating
Supplement 1 and errata of Mamh 31, 2013, and ASCEISEI 7-10 Table 1.5-2.
Atltlitional tlatafor site-specifc grountl motion pmcetlures in accortlance will�
ASCEISEI 7-10 Ch. 21 are available fmm 11SGS.
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waa uo� zo so�s
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Ice
Results:
Ice Thickness�. 1.00 in.
Concurrent TempereNre'. 5 F
Gus[ Speed'. 40 mph
Da[a Source: Standard ASCEISEI 7-10, Figs. 10-2 thmugh 10-8
Date Accessetl: Wed Nov 20 2019
Ice thicknesses on s[mctures in exposed lorations at elevations higher ttian the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent redial ice thicknesses due to freezing rein with concurrent 3-second gust speeds,
for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological sNdies. Ice
thicknesses in exposed locations at elevations higher than ll�e surrounding terrain and in valleys and gorges may
exceed Uie mapped values.
me nsce � Hazara looi is oro�aea ior your convenience, mr imomianonai ourposes omy, ana is o�oviaea -as is' ana wrtnou�warramies oi
any kina. me bcacun aaG intluaea nerein nas been obGinea rcom inbrmation aeve�onea, nmaucea, ana mainGinea by mim wrry nmviaers;
or �as been exhapolate0 hom maps Inmryoate0ln t�e ASGE 1 stan0art W Mle ASGE �as matle everyeXort ro use Oata obtalne0 imm
reliable sources or mMM1otlobgies, ASCE tloes nM make any represenUfions or warranfies as to �M1e a[[uraty, rompktenes; reliabildy,
ency, orquallryol any pap pwl0e0 M1erelrt MytM1lNyarty Ilnkg prw10� bytM1ls Tool gM1ou10 not be wnglrve0 as an en0orsemenq
eMiTefion, �elaOonsM1lp, o� sponsorsM1lp o� sucM1 NlMyerty oontent Uy o� �rom A9CE.
A9CE Uoes rotinten4 nor s�oWU en}rone Interpret, t�e resW(s qoviUeU Ly t�is Tool ro repleae Ne sounU �uUgment oi e aompetent
pm�essional, M1aving knowletlge antl experience in IM1e appmpna(e fieltl�s) W practice, nor (o subsMu(e �or Ne slantlartl W care requiretl o� sucM1
proiessionak in interpeting anU apdYing t�e mntents N t�ie Tool or t�e ASGE ] stenUaN.
In using (Ms TooL you e.�presyJyassume all tlsks asmclate0 wtt� yourure-UnOer no cl¢umyYances s�all ASGE or tts oXlcers, Olrectors,
employces,members,afllfates,o�aqentsbefabletoyouo�anyotlte�p2rson�o�anytlVect,IntlVectspeclal,Incltlen�aLo� nseQuenfial
tlama9es ansing hom or relatetl W your use W, or reliance ory [M1e Tool or any iMo�ma4on obW inetl [M1erein. To [M1e �ullest extent permittetl by
law, yrou agree to release anU M1oIU M1armless ASCE �rom any anU all faUlfry o� any nature arlsing out o� or resWfing �rom any use o� Uata
pmvitletl by IM1e ASCE ] Hazartl Tool.
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APPF NllIX B
CALCULATIONS
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Water Tower Loading Comparison
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_ '`�.
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���5
SK-4
Nov 22, 20� 9 at � 2:06 PM
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lGloball Model Settinos
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\GN 146ih & Meritlian.r3tl] Page 1
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lGloball Model Settinos. Continued
Basic Load Cases
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Hot Rolled Steel Pronerties
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Load Combinations
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Motlel Name �. 166�M1 8 Meritlian
Envelone AISC 14thl360-101: LRFD Steel Code Checks lContinuedl
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City of Cannel
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DATE: O� �L9�ZO
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
Envelone AISC 14thl360-101: LRFD Steel Code Checks lContinuedl
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City of Cannel
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DATE: O� �L9�ZO
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City of Cannel
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DATE: O� �L9�ZO
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
Envelone AISC 14thl360-101: LRFD Steel Code Checks lContinuedl
RELEASEO FOR CONSTRl1CTI�N
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City of Cannel
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DATE: O� �L9�ZO
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
Su6ject ta compliance with all regulations
of State and Local Codes
LTauMax�k._LC Hngle�2tl� LC VonMises�ksi� LC
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\GN 146ih & Meritlian.r3tl] Page 13
Envelone AISC 14thl360-101: LRFD Steel Code Checks lContinuedl
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
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RELEASEO FOR CONSTRl1CTI�N
Su6ject ta compliance with all regulations
of State and Local Codes
City of Cannel
qsY� �.)�l:ix,rlv,.Jti�
DATE: O� �L9�ZO
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
Envelone Plate/Shell Princinal Stresses lContinuedl
maRELEASEO FOR CONSTRACTI�N
Su6ject ta compliance with all regulations
of State and Local Codes
City of Cannel
qsY� �.)�k�xM1v,.Jti�.
DATE: O� �L9�ZO
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
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RELEASEO FOR CONSTRl1CTI�N
Su6ject ta compliance with all regulations
of State and Local Codes
City of Cannel
qsY� �.)�l:ix,rlv,.Jti�
DATE: O� �L9�ZO
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
Envelone Plate/Shell Princinal Stresses lContinuedl
maRELEASEO FOR CONSTRACTI�N
Su6ject ta compliance with all regulations
of State and Local Codes
City of Cannel
qsY� �.)�k�xM1v,.Jti�.
DATE: O� �L9�ZO
IIIRISA �oeN�meer ' � _p�zcommunica�ions cneciceaaydc
Motlel Name �. 166�M1 8 Meritlian
RELEASEO FOR CONSTRl1CTI�N
Su6ject ta compliance with all regulations
of State and Local Codes
City of Cannel
qsY� �.)�l:ix,rlv,.Jti�
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DATE: O� �L9�ZO
\GN 146ih & Meritlian.r3tl] Page 18
Envelone Plate/Shell Princinal Stresses lContinuedl