Solutions Manual for Structural Load Determination: 2024 IBC and ASCE/SEI 7-22 (2nd Edition, 2024) by Fanella

All Chapters Covered
m m




SOLUTIONS

, 1008912




CHAPTER 2
m




LoadCombinations m




Problem 2.1 m




SOLUTION

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




Load Combination m




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




e e
16-1 1.4D –18.6 61.5 –74.5
16-2 1.2D + 1.6L m m –36.6 120.7 –146.4
16-3, 16-4, 16-5
m m 1.2D + 0.5L m m –22.4 73.9 –89.6
16-6, 16-7m 0.9D –12.0 39.5 –47.9




Problem 2.2 m




SOLUTION

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




Problem 2.2
m m




Load Combination m



IBC Equation
Equation Bending Moment Shear Force
m




No.
m m

m



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

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Copyright © 2018 ICC. ALL RIGHTS RESERVED. Accessed by Mohammed Mujtaba Hammed (), (-) Order Number #100891294 on May 30, 2020 08:24 PM (PDT) pursuant to Licen
m m m m m m m m m m m m m m m m m m m m m m m m m m


m Agreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
m m m m m m m m m m m m m m m m m m m m m m m m


m REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES
m m m m m m m m m m m m m m m m m m m m m


mTHEREUNDER.

, 1008912
0.9D – 1.0W
m m –105.8 37.0 15.4




16-7 0.9D –51.8 37.0 10.6

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Copyright © 2018 ICC. ALL RIGHTS RESERVED. Accessed by Mohammed Mujtaba Hammed (), (-) Order Number #100891294 on May 30, 2020 08:24 PM (PDT) pursuant to Licen
m m m m m m m m m m m m m m m m m m m m m m m m m m


m Agreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
m m m m m m m m m m m m m m m m m m m m m m m m


m REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES
m m m m m m m m m m m m m m m m m m m m m


mTHEREUNDER.

, 1008912




2 Solutions Manual to Structural Loads
m m m m




Problem 2.3 m




SOLUTION

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




Beam in Problem 2.3
m m m m




Load Combination m



IBC Equation
Equation Bending Moment Shear Force
m




No.
m m

m



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




Problem 2.4 m




SOLUTION

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




Design for Beam in Problem 2.4
m m m m m m




Load Combination m



IBC Equation
Equation Bending Moment Shear Force
m




No.
m m

m



Support Midspan Support
16-17, 16-21
m D+L m m –80.1 57.3 16.4
D + L + 0.6+W
m m m m –38.0 57.3 12.7
16-18, 16-19 m


D + L – 0.6+W
m m m m –122.2 57.3 20.1
D + L + 0.6+W/2
m m m m –59.0 57.3 14.5
16-20
D + L – 0.6+W/2
m m m m –101.2 57.3 18.3
16-22 0.9D –51.8 37.0 10.6




@Seismicisolation
@Seismicisolation

Copyright © 2018 ICC. ALL RIGHTS RESERVED. Accessed by Mohammed Mujtaba Hammed (), (-) Order Number #100891294 on May 30, 2020 08:24 PM (PDT) pursuant to Licen
m m m m m m m m m m m m m m m m m m m m m m m m m m


m Agreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
m m m m m m m m m m m m m m m m m m m m m m m m


m REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES
m m m m m m m m m m m m m m m m m m m m m


mTHEREUNDER.