CTW Cooling Tower.pdf
Page #
Item #
X: Tags - CTWR001
Calculate the maximum loading at the most critical restraint location.
MfrModelMin. limitActualMax. limit
EvapcoATWB 9-7H8
Ss =1.27ap = 2.5From the tables:Fp/Wp = 0.38 g's1.835 g's2.024 g's
z/h =1.0Rp = 2Fa = DLE
1.00
Site ClassCIp = 1.5S = Load Combination 11
0.844
DS
0.7
Use GroupIVCalc'd Seismic Design CategoryLoad Combination 20.6
D
Input DataCalculated Values
WeightHcgXcgYcgHoriz g'sVertical g'sPhxPz MaxPz Min
16130 #86.2"44.9"50.8"1.2840.4821.11820715 #18035 #7773 #
Overturning Rigid Weight Seismic Vertical
Restraint Locations
Iy1Ix1IxyJ1
LoadsDistributionDistribution
0.00"0.00"19752576225545505864 #2649 #88257140
44.44"0.00"02576025765864 #2688 #88707160
88.88"0.00"19752576-225545505864 #2728 #89147179
88.88"101.50"1975257622554550-5864 #2728 #-2814-4549
44.44"101.50"0257602576-5864 #2688 #-2858-4569
0.00"101.50"19752576-22554550-5864 #2649 #-2903-4588
00
00
00
00
00
00
00
00
00
00
ThetaIy totalIx totalIxy totalJ total0 #16130 #180357773
Max Reactions per Location
180.0 deg0.000 rad789915453023352
Comp (Max Vert)
8914 #
Tens. (Min Vert)
4588 #
Tanr max# Vertical Restraints# Horizontal Restraints
Shear
3479 #
0.00067.5"66
X: Tags - CTWR001Wind Loads Per ASCE7-10
MfrEvapcoModelATWB 9-7H8DLW
101.5"Wind Speed115 mphEquiv g's0.22Load Combination 11.2
Length
1
89.9"Mean Height54 ftExposure SummaryLoad Combination 20.9
Depth
Urban/suburban, closely spaced buildings, trees
172.5"ExposureBB
Height
Open with scattered obstructions
16130 #qh25.9 psfC
Weight
Area
121.6 sq ftWind ForceDFlat, unobstructed, fields and water surfaces
3480 #
Calculate the maximum loading at the most critical restraint location.
XcgYcgHcgHoriz g'sVertical g'sPhPz MaxPz Min
44.9"50.8"86.3"0.2161.2000.9003480 #19356 #14517 #
Restraint LocationsOverturning StaticWind Distribution
Iy1Ix1IxyJ1
Loads1.0 g Vert
XYMax VertMin Vert
0.00"0.00"1975257622554550-986 #2644 #2187 #1394 #
44.44"0.00"0257602576-986 #2686 #2237 #1431 #
88.88"0.00"19752576-22554550-986 #2727 #2287 #1469 #
88.88"101.50"1975257622554550986 #2733 #4265 #3445 #
44.44"101.50"0257602576986 #2691 #4215 #3408 #
0.00"101.50"19752576-22554550986 #2649 #4165 #3370 #
CxCyIy totalIx totalIxy totalJ total0 #16130 #19356 #14517 #
44.4"50.8"790015453023353Comp (Max Vert)
4265 #
Maximum
Center of Restraints# Vertical Restraints# Horizontal RestraintsTens. (Min Vert)
0 #
Reactions
44.4"50.8"66Shear
643 #
Profis Anchor 2.5.0
www.hilti.us
Company:The VMC GroupPage:12
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CTWR001
Phone I Fax:713-466-0003 | 713-466-1355Date:3/3/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: AWS D1.1 GR. B 7/8
Effective embedment depth: h = 6.500 in.
ef
Material:
Proof: Design method ACI 318-08 / CIP
Stand-off installation: e = 0.000 in. (no stand-off); t = 0.750 in.
b
Anchor plate: l x l x t = 24.000 in. x 11.000 in. x 0.750 in.; (Recommended plate thickness: not calculated)
xy
Profile: no profile
Base material: cracked concrete, 3000, f' = 3000 psi; h = 20.000 in.
c
Reinforcement: tension: condition B, shear: condition B;
edge reinforcement: > No. 4 bar with stirrups
Seismic loads (cat. C, D, E, or F) yes (D.3.3.5)
Geometry \[in.\] & Loading \[lb, in.lb\]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Profis Anchor 2.5.0
www.hilti.us
Company:The VMC GroupPage:13
Specifier:Project:Swedish Edmonds ACC
Address:11930 Brittmoore Park Drive, Houston, TX 77041Sub-Project I Pos. No.:CTWR001
Phone I Fax:713-466-0003 | 713-466-1355Date:3/3/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values \[lb\]Utilization
LoadingProofLoadCapacity / \[%\]Status
aaaaaaaa
NV
Tension Concrete Breakout Strength45881214438 / -OK
Shear Concrete edge failure in direction x+34794346- / 81OK
LoadingStatus
Utilization \[%\]
aaaaaaaayyyyaaaa
NVN,V
Combined tension and shear loads0.3780.8015/389OK
3 Warnings
Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted
prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the
data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be
put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly
with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an
aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or
suitability for a specific application.
You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
OTHERMATERIALS,COMPOUNDS,ORFINISHESWITHEQUALORSUPERIORREVISION
PROPRIETARY:EXCEPTASOTHERWISEAGREEDINWRITING,THEINFORMATIONANDDESIGNDISCLOSEDHEREINARETHEPROPERTYOFTHEVMCGROUPANDMUSTNOTBECOPIEDORDISTRIBUTEDOUTSIDETHEVMCGROUPEXCEPTTOAUTHORIZEDPERSONSWITHAGENUINENEE
DTOKNOW
1.TWONESTEDSPRINGSYIELDTHISLOAD.THECOLORCODEINDICATEDISFOROUTERSPRING/INNERSPRING.
PROPERTIESMAYBESUBSTITUTEDASTHEYBECOMEAVAILABLE.
COLORCODE
MODELM2SH-2F2-SPRINGSEISMICISOLATORSFORNOMINAL2"DEFLECTION
GREEN/BLACK
SPRING
GRAY/GREEN
GREEN/BLUEGRAY/BLACK
BLACK/BLUE
GREEN/RED
RED/BLACK
GRAY/RED
RED/BLUE
GREEN
BLACK 78
GRAY
BLUE
RED
SPRINGRATE
NONE
1OF2
ISOLATORSELECTIONS
(LB/IN)
DRAWINGNO.:
10001150127514001500167519002200
150275425500650775
SCALE:
SHEET:
5
6
NOTE:MATERIALSHOWNISFOR(1)SET.
LOC2:LOC4:LOC6:LOC8:
DEFLECTION
THEVMCGROUP
Bloomingdale,NJ07403
RATED
ThePowerofTogether
(IN)2.002.002.002.002.002.002.002.002.002.002.002.002.002.00
Houston,TX77041
4
3
RATEDLOAD
CUSTOMEREQP'T.TAG:
(LBS)
10001300155020002300255028003000335038004400
300550850
12
11111111
1
M2SH-2F-1300NM2SH-2F-1550NM2SH-2F-2300NM2SH-2F-2550NM2SH-2F-3000NM2SH-2F-3350NM2SH-2F-3800NM2SH-2F-4400N
M2SH-2F-850NM2SH-2F-1000M2SH-2F-2000M2SH-2F-2800
M2SH-2F-300M2SH-2F-550
MODEL
LOC1:LOC3:LOC5:LOC7:
NOTES:
VIBRATIONISOLATORS
CONCRETE(6TYP)
13/16DIAHOLEFOR
SEISMICRESTRAINT
ATTACHMENTTO
MODELM2SH-2F
2"DEFLECTION
WHOBYTHEUSEHEREOFACKNOWLEDGETHEVMCGROUP'SOWNERSHIPANDAGREETOMAINTAINTHISINFORMATIONANDDESIGNINSTRICTCONFIDENCE.
3.STATICLOADRATINGSONSHEET2OF2AREFORGUIDANCEONLY.VALUESAREBASEDONTESTSOR
CALCULATIONSWITHBASEPLATESBOLTEDTOSTEEL.FORATTACHMENTTOCONCRETE,CONSULT
11/2
3/4LIMITSTOPFORCLARITY)
6
(NOTSHOWN
INTOPVIEW
21/2
13/4
(3/4)
1/4
1.STANDARDISOLATORFINISH:CASTINGANDWELDMENTS-ONECOATBLACKPAINT,
1ADJUSTINGBOLT
ELASTOMERICCUP
5/8-11UNCTAPPED
SPRINGS-POWDERCOAT,HARDWARE-ZINCELECTROPLATE.
HOLE(4TYP)
71/2
21
1917
SWEDISH EDMONDS ACC
2.ESTIMATEDUNITWEIGHT:130LBS.
43/4
CERTIFIEDFOR:
CUSTOMERP.O.:
GAP
1/4
SALESORDER:
1
OPERATING
FACTORY.
FREEAND
7
CUSTOMER:
(3/4)
HEIGHT
103/8
1
JOBNAME:
9
NOTES:
OTHERMATERIALS,COMPOUNDS,ORFINISHESWITHEQUALORSUPERIORREVISION
PROPRIETARY:EXCEPTASOTHERWISEAGREEDINWRITING,THEINFORMATIONANDDESIGNDISCLOSEDHEREINARETHEPROPERTYOFTHEVMCGROUPANDMUSTNOTBECOPIEDORDISTRIBUTEDOUTSIDETHEVMCGROUPEXCEPTTOAUTHORIZEDPERSONSWITHAGENUINENEE
DTOKNOW
PROPERTIESMAYBESUBSTITUTEDASTHEYBECOMEAVAILABLE.
11000
16
10000
14
HORIZONTALLOAD(THOUSANDPOUNDS)
12000POUNDS
(ATTACHMENTTOCONCRETE)
9000
12
SEISMICRATINGS
NONE
10
2OF2
8000
DRAWINGNO.:
FIGURE1
8
SCALE:
SHEET:
(ATTACHMENTTOSTEEL)
7000
6
SEISMICRATINGS
HORIZONTALLOAD
46000
FIGURE2
THEVMCGROUP
Bloomingdale,NJ07403
ThePowerofTogether
Houston,TX77041
2
5000
1816141210
2220
8642
4000
)SDNUOPDNASUOHT(DAOLLACITREV
3000
2000
1000
0
0
210002000019000180001700016000150001400013000120001100010000900080007000600050004000300020001000
VIBRATIONISOLATORS
DAOLLACITREV
SEISMICRESTRAINT
MODELM2SH-2F
2"DEFLECTION
WHOBYTHEUSEHEREOFACKNOWLEDGETHEVMCGROUP'SOWNERSHIPANDAGREETOMAINTAINTHISINFORMATIONANDDESIGNINSTRICTCONFIDENCE.
4.GENTLYPLACEMACHINEOREQUIPMENTONTOTOPPLATEOFISOLATORBOLTEQUIPMENTORSUBBASE
5.THEEQUIPMENTWEIGHTWILLCAUSETHESPRINGANDTHUSTHETOPPLATETODESCENDANDRESTON
8.CHECKEQUIPMENTLEVELANDFINEADJUSTISOLATORSASNECESSARYTOOBTAINEQUIPMENTLEVEL.
OFRECORDANDSHALLBEDESIGNEDTOADEQUATELYSUPPORTTHEWEIGHTSANDFORCESSHOWN.
c)IFANYANCHORFAILSTESTING,TESTALLANCHORSUNTILTWENTY(20)CONSECUTIVEANCHORS
B.THEINTERSECTIONOFTHEHORIZONTALLOADANDVERTICALLOADMUSTFALLWITHINTHECURVE
1.ISOLATORSARESHIPPEDFULLYASSEMBLEDANDARETOBESPACEDANDLOCATEDINACCORDANCE
7.ADJUSTEACHANDEVERYISOLATORINSEQUENCE,ONEFULLCLOCKWISETURNATATIME.REPEAT
2.LOCATEISOLATORSONALEVELFLOORORSUB-BASE,ENSURINGTHATALLISOLATORCENTERLINES
3.THERATEDLOADCURVESASSUMEONEOFTHEFOLLOWINGMETHODSOFTIE-DOWNATEACHBOLT
THISPROCEDUREUNTILTHE1/4"OPERATINGCLEARANCEISOBTAINED.NOTE:BESURELIMITSTOP4.THESUPPORTSTRUCTURE(BYOTHERS)ISTHERESPONSIBILITYOFTHEARCHITECTORENGINEER
MATCHTHEEQUIPMENTMOUNTINGHOLES.SHIMORGROUTASREQUIREDTOLEVELALLISOLATOR
A.FOUR(4)3/4"DIA.HILTI"KWIK-BOLTII"WEDGEANCHORS,WITHMINIMUM43/4"EMBEDMENTINTO
SECURELYTOISOLATORUSINGMINIMUMASTMA325(SAEGR.5)HIGHSTRENGTHBOLTS.BOLTS
3000PSICONCRETE.MINIMUMEDGEDISTANCEIS93/4".(NOTE:OTHERBRANDSOFANCHOR
BOLTSMAYBEUSED,PROVIDEDTHEYAREOFEQUALSTRENGTHANDHAVEACURRENTICBO
a)50%ORALTERNATEBOLTSINAGROUPSHALLBETENSIONTESTEDTO6200LBSTENSION.
TOACHIEVERATEDLOAD,"SPECIALINSPECTION"ISREQUIREDONALLCONCRETEANCHOR
6.BACK-OFFONTHETWO(2)SIDELIMITSTOPLOCKNUTS,SOTHATTHEYDONOTHAMPERTHE
A.CALCULATEVERTICALANDHORIZONTALFORCESACTINGONMOUNTINGS,INCLUDING
b)TESTINGSHOULDOCCUR24HOURSMINIMUMAFTERINSTALLATIONOFANCHORS.
BASEPLATES.A1/4"MAXIMUMDIFFERENCEINELEVATIONCANBETOLERATED.
3.ANCHORALLISOLATORSTOTHEFLOORORSUB-BASEASRECOMMENDED.
9.ADJUSTALLLIMITSTOPNUTSTOOBTAINA1/4"MAXIMUMCLEARANCE.
WITHINSTALLATIONDRAWINGSORASOTHERWISERECOMMENDED.
SHOULDNOTPROTRUDEMORETHAN1/8"BELOWTHETOPPLATE.
PASS,THENRESUMETHEINITIALTESTINGFREQUENCY.
B.FOUR(4)3/4"DIA.BOLTSPERASTMA307ORBETTER.
TRANSLATIONSANDOVERTURNINGMOMENTS.
INSTALLATIONANDADJUSTMENTINSTRUCTIONS
SWEDISH EDMONDS ACC
INSTALLATIONS,ASDESCRIBEDBELOW:
NUTSCONTINUETOSHOWCLEARANCE.
1.TOUSETHERATEDLOADCURVES:
FORTHESPECIFIEDPART.
10.ADJUSTMENTISCOMPLETE.
THEUPPERBUMPERPADS.
ADJUSTMENTPROCESS.
RATEDLOADCURVES
CERTIFIEDFOR:
REPORT).
CUSTOMERP.O.:
LOCATION:
SALESORDER:
CUSTOMER:
JOBNAME: