4 ibc-1608-wind
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Transcript of 4 ibc-1608-wind
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Section 1608 Section 1608 -- Wind LoadsWind Loads
nn Wind SpeedWind Speednn ExposureExposurenn TopographyTopographynn Return PeriodReturn Periodnn Methods & ProceduresMethods & Proceduresnn ExamplesExamples
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Basic Wind SpeedsBasic Wind Speeds50 Year Return Period50 Year Return Period
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33--Second Gust VelocitiesSecond Gust Velocities50 Year Return Period50 Year Return Period
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Wind VelocityWind Velocitynn Basic Wind Speed (70 mph)Basic Wind Speed (70 mph)
•• Fixed distance/Variable timeFixed distance/Variable time•• Average Wind SpeedAverage Wind Speed
nn 33--Second Gust Wind Speed (90 mph)Second Gust Wind Speed (90 mph)•• Variable distance/Fixed timeVariable distance/Fixed time•• Gust Portion of Wind ProfileGust Portion of Wind Profile•• National Weather Service MeasurementsNational Weather Service Measurements•• News Media ReportNews Media Report•• Includes Hurricane I FactorIncludes Hurricane I Factor
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Exposure DefinitionsExposure Definitions
nn Exposure AExposure A--Deleted due to variabilityDeleted due to variabilitynn Exposure BExposure B--Urban & Dense SuburbanUrban & Dense Suburban
•• 2630 Ft or 10H Continuous Roughness2630 Ft or 10H Continuous Roughness•• 60% to 80% of all buildings60% to 80% of all buildings
nn Exposure CExposure C--Open TerrainOpen Terrainnn Exposure DExposure D--Shorelines, flats, lakesShorelines, flats, lakes
•• Open Water >1 MileOpen Water >1 Mile
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Wind Load ExposureWind Load Exposure
Exposure A Exposure B Exposure C & D
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ExposureExposure--RoughnessRoughness
Exposure B
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Topographic EffectsTopographic EffectsKzt=(1+K1*K2*K3)2
K1=Feature ShapeK2=Location from CrestK3=Building Height
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Wind LoadWind Load--Return PeriodReturn Period
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IBC 2003 MethodsIBC 2003 Methods
nn Section 6 ASCE 7Section 6 ASCE 7•• Exceptions:Exceptions:
nn Simplified MethodSimplified Methodnn SBCCI (R2 & R3 Buildings)SBCCI (R2 & R3 Buildings)nn AF & PA (1 & 2 Family Residences)AF & PA (1 & 2 Family Residences)nn NAAMM (Flagpoles)NAAMM (Flagpoles)nn TIA/EIA (Antenna)TIA/EIA (Antenna)
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MethodsMethods
nn Method 1Method 1--Simplified ProcedureSimplified Procedurenn Method 2Method 2--AnalyticalAnalytical
•• RigidRigidnn Less than 60 FeetLess than 60 Feetnn All buildingsAll buildings
•• FlexibleFlexiblenn Gust FactorGust Factor
nn Method 3Method 3--Wind TunnelWind Tunnel
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IBC 2003/ASCE 7IBC 2003/ASCE 7
nn Method 1Method 1--Simplified ProcedureSimplified Procedure•• ConditionsConditions•• ProcedureProcedure•• DeterminationDetermination
nn MWRS TableMWRS Tablenn Components & Cladding TableComponents & Cladding Table
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Method 1Method 1--ConditionsConditionsnn Simple DiaphragmSimple Diaphragmnn Flat RoofFlat Roofnn <60 ft Height<60 ft Heightnn EnclosedEnclosed BuldingBuldingnn Regular ShapeRegular Shapenn Rigid (<1 Sec Period)Rigid (<1 Sec Period)nn No Topographic EffectsNo Topographic Effectsnn Approximately SymmetricalApproximately Symmetrical
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Method 1Method 1--ProcedureProcedure
nn λλ--Adjustment FactorAdjustment Factornn IwIw--Importance FactorImportance Factornn PsPs--Wind PressureWind Pressure
P=P=λλ**IIww*P*Pss
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Method 1Method 1--DeterminationDetermination
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ASCE 7ASCE 7--0202
nn Method 2Method 2--Analytical ProcedureAnalytical Procedure•• ConditionsConditions•• ProcedureProcedure•• DeterminationDetermination
nn Rigid FormulaRigid Formula•• Less than 60 FtLess than 60 Ft•• All BuildingsAll Buildings
nn Flexible FormulaFlexible Formula
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Method 2Method 2--ConditionsConditions
nn Regular ShapeRegular Shapenn No Dynamic Wind EffectsNo Dynamic Wind Effects
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Method 2Method 2--ProceduresProceduresStep 1Step 1
nn KzKz--Exposure/HeightExposure/Heightnn KztKzt--TopographyTopographynn KdKd--Building Configuration & Wind DirBuilding Configuration & Wind Dirnn VelocityVelocity--MapsMapsnn II--UseUse
q=0.00256Kq=0.00256Kzz**KKztzt**KKdd*V*V22*I*I
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Method 2Method 2--MWRS ProcedureMWRS ProcedureRigidRigid--Buildings Less than 60 FtBuildings Less than 60 Ft
nn GCpfGCpf--External Pressure CoefficientExternal Pressure Coefficientnn GCpiGCpi--Internal Pressure CoefficientInternal Pressure Coefficient
p=p=qqhh*(*(GCGCpfpf--GCpGCpii))
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Method 2Method 2--MWRS DeterminationMWRS DeterminationRigidRigid--Buildings Less than 60 FtBuildings Less than 60 Ft
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Method 2Method 2--MWRS ProcedureMWRS ProcedureRigidRigid--All Building HeightsAll Building Heights
nn GG--Gust Effect (0.85 Rigid Buildings)Gust Effect (0.85 Rigid Buildings)nn CpCp--External Pressure CoefficientExternal Pressure Coefficientnn GCpiGCpi--Internal Pressure CoefficientInternal Pressure Coefficient
p=q*G*Cp=q*G*Cpp--qqii**GCGCpipi
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Method 2Method 2--MWRS DeterminationMWRS DeterminationRigidRigid--All Building HeightsAll Building Heights
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Method 2Method 2--MWRS Procedure MWRS Procedure Flexible BuildingsFlexible Buildings
nn GfGf--Gust Effect (Flexible)Gust Effect (Flexible)nn CpCp--External Pressure CoefficientExternal Pressure Coefficientnn GCpiGCpi--Internal Pressure CoefficientInternal Pressure Coefficient
p=q*p=q*GGff*C*Cpp--qqii**GCGCpipi
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Method 2Method 2--Flexible FormulaFlexible FormulaGust FactorGust Factor
GfGf=0.925=0.925((1+1.7I1+1.7Izz√√(g(g22QQQQ22+g+g22RRRR22))))1+1.7g1+1.7gvvIIzz
wherewhere ggRR==√√(2ln(3600n(2ln(3600n11))+))+ 0.5770.577√√(2ln(3600n(2ln(3600n11))))
where R=where R=√√((1/((1/ββ)R)RnnRRhhRRBB(0.53+0.47R(0.53+0.47RLL))))wherewhere RRnn==7.47N7.47N11
(1+10.3N(1+10.3N11)^5/3)^5/3etcetc…………..
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Method 2Method 2--Load CasesLoad CasesMWRSMWRS
•Case 1-100% Ea Dir•Case 2-75% Ea Dir•Case 3-Case 1 w/15%e•Case 4-Case 2 w/15%e
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Method 2Method 2--C & C ProcedureC & C Procedure
nn GCGCpp--External Pressure CoefficientExternal Pressure Coefficientnn GCGCpipi--Internal Pressure CoefficientInternal Pressure Coefficient
p=p=qqhh*(*(GCGCpp--GCGCpipi) (h<60) (h<60’’))
p=q*p=q*GCGCpp--qqii**GCGCpipi (h>60(h>60’’))
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Method 2Method 2--C & C DeterminationC & C Determinationnn LocationLocationnn Tributary AreaTributary Areann Walls/RoofsWalls/Roofs
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ASCE 7ASCE 7--0202
nn Method 3Method 3--Wind Tunnel ProcedureWind Tunnel Procedure•• Irregular ShapeIrregular Shape•• Flexible (>1 sec)Flexible (>1 sec)•• WakeWake•• ChannelingChanneling•• Dynamic EffectsDynamic Effects
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Dynamic Wind EffectsDynamic Wind Effectsnn Vortex SheddingVortex Shedding
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Dynamic Wind EffectsDynamic Wind Effectsnn GallopingGalloping
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Dynamic Wind EffectsDynamic Wind Effects
nn FlutterFlutter--Flutter occurs when aFlutter occurs when atorsionaltorsional disturbance in the structuredisturbance in the structureincreases theincreases the angle of attackangle of attack of theof thebridge (that is, the angle betweenbridge (that is, the angle betweenthe wind and the bridge)the wind and the bridge)
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Example 1Example 1--Simplified ProcedureSimplified Procedurenn CriteriaCriteria
•• 130 mph130 mph•• Exposure CExposure C•• Flat TerrainFlat Terrain•• EnclosedEnclosed•• I=1.0I=1.0
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Example 1Example 1-- Simplified ProcedureSimplified ProcedureMWRSMWRS--Figure 6Figure 6--22
•Roof Pressure=-32 psf•Wall Pressure=27 psf•λ=1.21
Roof=-39 psfMWRS=33 psf
(Includes Internal Pressure)
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Example 1Example 1--Simplified ProcedureSimplified ProcedureC & C Wall PressuresC & C Wall Pressures--Figure 6Figure 6--33
nn TribTrib Area=15(15/3)=75Area=15(15/3)=75 sfsf
Zone 4 p=27.2*1.21=33Zone 4 p=27.2*1.21=33 psfpsfZone 4 p=Zone 4 p=--29.8*1.21=29.8*1.21=--3636
Zone 5 p=27.2*1.21=33Zone 5 p=27.2*1.21=33Zone 5 p=Zone 5 p=--34.3*1.21=34.3*1.21=--4242
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Example 1Example 1--Simplified ProcedureSimplified ProcedureC & C Roof JoistsC & C Roof Joists--Figure 6Figure 6--33
nn TribTrib Area=30*5=150Area=30*5=150 sfsfor 30*30/3=300or 30*30/3=300 sfsf
Zone 1 p=9.8*1.21=12Zone 1 p=9.8*1.21=12 psfpsfZone 1 p=Zone 1 p=--27.8*1.21=27.8*1.21=--3434
Zone 2&3 p=9.8*1.21=12Zone 2&3 p=9.8*1.21=12Zone 2&3 p=Zone 2&3 p=--33*1.21=33*1.21=--4040
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Example 1Example 1--Simplified ProcedureSimplified ProcedureC & C Roof PanelsC & C Roof Panels--Figure 6Figure 6--33
nn TribTrib Area=10Area=10 sfsfZone 1 p=12.4*1.21=15Zone 1 p=12.4*1.21=15 psfpsfZone 1 p=Zone 1 p=--30.4*1.21=30.4*1.21=--3737Zone 2 p=12.4*1.21=15Zone 2 p=12.4*1.21=15Zone 2 p=Zone 2 p=--51*1.21=51*1.21=--6262Zone 3 p=12.4*1.21=15Zone 3 p=12.4*1.21=15Zone 3 p=Zone 3 p=--77*1.21=77*1.21=--9393
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Example 1Example 1--Simplified ProcedureSimplified ProcedureTributary Area EffectTributary Area Effect
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Example 2Example 2--Analytical MethodAnalytical Methodnn CriteriaCriteria
•• 90 mph90 mph•• Exposure BExposure B•• Flat TerrainFlat Terrain•• EnclosedEnclosed•• I=1.0I=1.0•• 33--DD AxisymmetricalAxisymmetrical
HillHill
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Example 2Example 2--Analytical MethodAnalytical MethodMWRS, C & CMWRS, C & C
nn qqzz=0.00256*=0.00256*KKzz**KKztzt**KKdd*V*V22 II•• KKdd=0.85=0.85•• KKzz=0.57 Case II MWRS=0.57 Case II MWRS
=0.7 Case I C & C=0.7 Case I C & CMWRSMWRS qqzz=0.00256*0.57*=0.00256*0.57*KKztzt*0.85*90*0.85*9022 1.01.0
=10.04*=10.04*KKztztC & CC & C qqzz=0.00256*=0.00256*KKzz**KKztzt**KKdd*V*V22 II
=12.3*=12.3*KKztzt
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Example 2Example 2--Analytical MethodAnalytical MethodMWRS, C & CMWRS, C & C
H/L=0.4H/L=0.4KK11=0.95*0.4=0.38=0.95*0.4=0.38KK22=(1=(1--250/(1.5*600))=0.72250/(1.5*600))=0.72KK33=e=e--4(15)/6004(15)/600=0.9=0.9
KKztzt=(1+0.38*0.72*0.9)=(1+0.38*0.72*0.9)22=1.56=1.56nn q(MWRS)=15.7q(MWRS)=15.7 psfpsfnn q(C&C)=19.2q(C&C)=19.2 psfpsf
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Wind LoadsWind Loads--SummarySummary
nn Variable ConditionsVariable Conditionsnn Lots of Different ParametersLots of Different Parametersnn Number of ProceduresNumber of Procedures
nn More complex than you thinkMore complex than you think