Solution Manual for Structural Load Determination: 2024 IBC and ASCE/SEI 7-22 (2nd Edition) by David A. Fanella – Complete step-by-step solutions aligned with the main text’s load-determination chapters, covering dead, live, snow, rain, wind, earthquake,

All Chapters Covered
df df




SOLUTIONS

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CHAPTER df2
LoadCombinationsdf




Problem 2.1 d f




SOLUTION

Table P2.1
df Summary of Load Combinations Using Strength Design for Beam in Problem 2.1
df df df df df df df df df df df



Load Combination
df


IBC Equation No.
df df Equation Exterior Interior
Positive
Negativ
df Negativ
df


e e
16-1 1.4D –18.6 61.5 –74.5
16-2 1.2D df+ df1.6L –36.6 120.7 –146.4
16-3, df16-4, df16-5 1.2D df+ df0.5L –22.4 73.9 –89.6
16-6, df16-7 0.9D –12.0 39.5 –47.9




Problem 2.2 d f




SOLUTION

Table P2.2
df Summary of Load Combinations Using Strength Design for Beam
df df df df df df df df


in Problem 2.2
df df df



Load Combination
df

IBC Equation
df
Equation Bending Moment df Shear Force df
No. df

Support Midspan Support
16-1 1.4D –80.6 57.5 16.5
16-2 1.2D df+ df 1.6L –105.1 75.2 21.5
1.2D df+ df 0.5L –80.4 57.4 16.5
16-3 1.2D df+ df 0.5W –42.1 49.3 11.8
1.2D df– df 0.5W –96.1 49.3 16.6
1.2D df+ df 1.0W df+ df0.5L –26.4 57.4 11.7
16-4
1.2D df– df 1.0W df+ df 0.5L –134.4 57.4 21.3
16-5 1.2D df+ df 0.5L –80.4 57.4 16.5
0.9D df+ df 1.0W 2.2 37.0 5.8
16-6
16-7 0.9D –51.8 37.0 10.6

1 @Seismicisolation
@Seismicisolation

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0.9D df– df 1.0W –105.8 37.0 15.4




16-7 0.9D –51.8 37.0 10.6

1 @Seismicisolation
@Seismicisolation

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, 100891294




2 Solutions Manual to Structural Loads
df df df df




Problem 2.3 d f




SOLUTION

Table P2.3
df Summary of Load Combinations Using Basic Allowable Stress Design
df df df df df df df df


for Beam in Problem 2.3
df df df df df



Load Combination
df

IBC Equation
df
Equation Bending Moment df Shear Force df
No. df

Support Midspan Support
16-8, df16-10 D –57.6 41.1 11.8
16-9 D df+ df L –80.1 57.3 16.4
16-11, df 16-14 D df+ df 0.75L –74.5 53.3 15.3
D df+ df 0.6W –25.2 41.1 8.9
16-12
D df– df 0.6W –90.0 41.1 14.7
D df+ df0.75(0.6W) df+ df0.75L –50.2 53.3 13.1
16-13
D df– df0.75(0.6W) df+ df0.75L –98.8 53.3 17.4
0.6D df+ df 0.6W –2.2 24.7 4.2
16-15
0.6D df– df 0.6W –67.0 24.7 10.0
16-16 0.6D –34.6 24.7 7.1




Problem 2.4 d f




SOLUTION

Table P2.4
df Summary of Load Combinations Using Alternative Basic Allowable
df df df df df df df


Stress Design for Beam in Problem 2.4
df df df df df df df



Load Combination
df

IBC Equation
df
Equation Bending Moment df Shear Force df
No. df

Support Midspan Support
16-17, df16-21 D df+ df L –80.1 57.3 16.4
D df+ df L df+ df 0.6W –38.0 57.3 12.7
16-18, df16-19
D df+ df L df– df 0.6W –122.2 57.3 20.1
D df+ df L df+ df 0.6W/2 –59.0 57.3 14.5
16-20
D df+ df L df– df 0.6W/2 –101.2 57.3 18.3
16-22 0.9D –51.8 37.0 10.6




@Seismicisolation
@Seismicisolation

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