SOLUTIONS MANUAL to Structural Load Determination 2024 IBC and ASCESEI 7-22 2nd Edition by Fanella

All Chapters Covered
m m




SOLUTIONS

, 100891294




CHAPTER m 2
Load Combinations
m




Problem 2.1
m




SOLUTION

TablemP2.1 SummarymofmLoadmCombinationsmUsingmStrengthmDesignmformBeamminmProblemm2.1
LoadmCombination
IBCmEquationmNo. Equation Exterior Interiorm
Positive
mNegativ Negative
e
16-1 1.4D –18.6 61.5 –74.5
16-2 1.2Dm+m1.6L –36.6 120.7 –146.4
16-3,m16-4,m16-5 1.2Dm+m0.5L –22.4 73.9 –89.6
16-6,m16-7 0.9D –12.0 39.5 –47.9




Problem 2.2
m




SOLUTION

TablemP2.2
SummarymofmLoadmCombinationsmUsingmStrengthmDesignmformBeam
minmProblemm2.2


LoadmCombination
IBCmEquatio
Equation BendingmMoment ShearmForce
nmNo.
Support Midspan Support
16-1 1.4D –80.6 57.5 16.5
16-2 1.2Dm+m1.6L –105.1 75.2 21.5
1.2Dm+m0.5L –80.4 57.4 16.5
16-3 1.2Dm+m0.5W –42.1 49.3 11.8
1.2Dm–m0.5W –96.1 49.3 16.6
1.2Dm+m1.0Wm+m0.5L –26.4 57.4 11.7
16-4
1.2Dm–m1.0Wm+m0.5L –134.4 57.4 21.3
16-5 1.2Dm+m0.5L –80.4 57.4 16.5

16-7 0.9D –51.8 37.0 10.6

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@Seismicisolation

Copyrightm©m2018mICC.mALLmRIGHTSmRESERVED.mAccessedmbymMohammedmMujtabamHammedm(),m(-
)mOrdermNumberm#100891294monmMaym30,m2020m08:24mPMm(PDT)mpursuantmtomLicensem AgreementmwithmICC.mNomfurthermreproduction,mnomfurthermreproductionsmbymanymthirdmparty,m
ormdistributionmauthorized.mSinglemusermonly,mcopyingmandmnetworkingmprohibited.mANYmUNAUTHORIZEDm REPRODUCTIONmORmDISTRIBUTIONmISmAmVIOLATIONmOFmTHEmFEDERALm

, 100891294
0.9Dm+m1.0W 2.2 37.0 5.8
16-6
0.9Dm–m1.0W –105.8 37.0 15.4




16-7 0.9D –51.8 37.0 10.6

1 @Seismicisolation
@Seismicisolation

Copyrightm©m2018mICC.mALLmRIGHTSmRESERVED.mAccessedmbymMohammedmMujtabamHammedm(),m(-
)mOrdermNumberm#100891294monmMaym30,m2020m08:24mPMm(PDT)mpursuantmtomLicensem AgreementmwithmICC.mNomfurthermreproduction,mnomfurthermreproductionsmbymanymthirdmparty,m
ormdistributionmauthorized.mSinglemusermonly,mcopyingmandmnetworkingmprohibited.mANYmUNAUTHORIZEDm REPRODUCTIONmORmDISTRIBUTIONmISmAmVIOLATIONmOFmTHEmFEDERALm

, 100891294




2 SolutionsmManualmtomStructuralmLoads


Problem 2.3
m




SOLUTION

TablemP2.3
SummarymofmLoadmCombinationsmUsingmBasicmAllowablemStressmD
esignmformBeamminmProblemm2.3
LoadmCombination
IBCmEquatio
Equation BendingmMoment ShearmForce
nmNo.
Support Midspan Support
16-8,m16-10 D –57.6 41.1 11.8
16-9 Dm+mL –80.1 57.3 16.4
16-11,m 16-14 Dm+m0.75L –74.5 53.3 15.3
Dm+m0.6W –25.2 41.1 8.9
16-12
Dm–m0.6W –90.0 41.1 14.7
Dm+m0.75(0.6W)m+m0.75L –50.2 53.3 13.1
16-13
Dm–m0.75(0.6W)m+m0.75L –98.8 53.3 17.4
0.6Dm+m0.6W –2.2 24.7 4.2
16-15
0.6Dm–m0.6W –67.0 24.7 10.0
16-16 0.6D –34.6 24.7 7.1




Problem 2.4
m




SOLUTION

TablemP2.4
SummarymofmLoadmCombinationsmUsingmAlternativemBasicmAllowabl
emStressmDesignmformBeamminmProblemm2.4
LoadmCombination
IBCmEquatio
Equation BendingmMoment ShearmForce
nmNo.
Support Midspan Support
16-17,m16-21 Dm+mL –80.1 57.3 16.4
Dm+mLm+m0.6W –38.0 57.3 12.7
16-18,m16-19
Dm+mLm–m0.6W –122.2 57.3 20.1
Dm+mLm+m0.6W/2 –59.0 57.3 14.5
16-20
Dm+mLm–m0.6W/2 –101.2 57.3 18.3
16-22 0.9D –51.8 37.0 10.6




@Seismicisolation
@Seismicisolation

Copyrightm©m2018mICC.mALLmRIGHTSmRESERVED.mAccessedmbymMohammedmMujtabamHammedm(),m(-
)mOrdermNumberm#100891294monmMaym30,m2020m08:24mPMm(PDT)mpursuantmtomLicensem AgreementmwithmICC.mNomfurthermreproduction,mnomfurthermreproductionsmbymanymthirdmparty,m
ormdistributionmauthorized.mSinglemusermonly,mcopyingmandmnetworkingmprohibited.mANYmUNAUTHORIZEDm REPRODUCTIONmORmDISTRIBUTIONmISmAmVIOLATIONmOFmTHEmFEDERALm