AllChaptersCovered
b b
SOLUTIONS
, 1008912
CHAPTER b 2
LoadCombinations b
Problem 2.1 b
SOLUTION
Table P2.1
b Summary of Load Combinations Using Strength Design for Beam in Problem 2.1
b b b b b b b b b b b
Load Combination b
IBC Equation No.
b b Equation Exterior Interior
Positive
Negativ
b Negativ
b
e e
16-1 1.4D –18.6 61.5 –74.5
16-2 1.2D + 1.6L b b –36.6 120.7 –146.4
16-3, 16-4, 16-5
b b 1.2D + 0.5L b b –22.4 73.9 –89.6
16-6, 16-7b 0.9D –12.0 39.5 –47.9
Problem 2.2 b
SOLUTION
Table P2.2
b Summary of Load Combinations Using Strength Design for Beam in
b b b b b b b b b
Problem 2.2
b b
Load Combination b
IBC Equation
Equation Bending Moment Shear Force
b
No.
b b
b
Support Midspan Support
16-1 1.4D –80.6 57.5 16.5
16-2 1.2D + 1.6L b b –105.1 75.2 21.5
1.2D + 0.5L b b –80.4 57.4 16.5
16-3 1.2D + 0.5W b b –42.1 49.3 11.8
1.2D – 0.5W b b –96.1 49.3 16.6
1.2D + 1.0W + 0.5L
b b b b –26.4 57.4 11.7
16-4
1.2D – 1.0W + 0.5L
b b b b –134.4 57.4 21.3
16-5 1.2D + 0.5L b b –80.4 57.4 16.5
0.9D + 1.0W b b 2.2 37.0 5.8
16-6
16-7 0.9D –51.8 37.0 10.6
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b b b b b b b b b b b b b b b b b b b b b
THEREUNDER.
b
, 1008912
0.9D – 1.0W
b b –105.8 37.0 15.4
16-7 0.9D –51.8 37.0 10.6
1 @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 License
b b b b b b b b b b b b b b b b b b b b b b b b b b
bAgreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
b b b b b b b b b b b b b b b b b b b b b b b b
bREPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES
b b b b b b b b b b b b b b b b b b b b b
THEREUNDER.
b
, 1008912
2 Solutions Manual to Structural Loads b b b b
Problem 2.3 b
SOLUTION
Table P2.3
b Summary of Load Combinations Using Basic Allowable Stress Design for
b b b b b b b b b
Beam in Problem 2.3
b b b b
Load Combination b
IBC Equation
Equation Bending Moment Shear Force
b
No.
b b
b
Support Midspan Support
16-8, 16-10
b D –57.6 41.1 11.8
16-9 D+L b b –80.1 57.3 16.4
16-11, 16-14 b D + 0.75L
b b –74.5 53.3 15.3
D + 0.6W
b b –25.2 41.1 8.9
16-12
D – 0.6W
b b –90.0 41.1 14.7
D + 0.75(0.6W) + 0.75L
b b b b –50.2 53.3 13.1
16-13
D – 0.75(0.6W) + 0.75L
b b b b –98.8 53.3 17.4
0.6D + 0.6W b b –2.2 24.7 4.2
16-15
0.6D – 0.6W b b –67.0 24.7 10.0
16-16 0.6D –34.6 24.7 7.1
Problem 2.4 b
SOLUTION
Table P2.4
b Summary of Load Combinations Using Alternative Basic Allowable Stress
b b b b b b b b
Design for Beam in Problem 2.4
b b b b b b
Load Combination b
IBC Equation
Equation Bending Moment Shear Force
b
No.
b b
b
Support Midspan Support
16-17, 16-21 b D+L b b –80.1 57.3 16.4
D + L + 0.6+W
b b b b –38.0 57.3 12.7
16-18, 16-19
b
D + L – 0.6+W
b b b b –122.2 57.3 20.1
D + L + 0.6+W/2
b b b b –59.0 57.3 14.5
16-20
D + L – 0.6+W/2
b b b b –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 License
b b b b b b b b b b b b b b b b b b b b b b b b b b
bAgreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
b b b b b b b b b b b b b b b b b b b b b b b b
bREPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES
b b b b b b b b b b b b b b b b b b b b b
THEREUNDER.
b
b b
SOLUTIONS
, 1008912
CHAPTER b 2
LoadCombinations b
Problem 2.1 b
SOLUTION
Table P2.1
b Summary of Load Combinations Using Strength Design for Beam in Problem 2.1
b b b b b b b b b b b
Load Combination b
IBC Equation No.
b b Equation Exterior Interior
Positive
Negativ
b Negativ
b
e e
16-1 1.4D –18.6 61.5 –74.5
16-2 1.2D + 1.6L b b –36.6 120.7 –146.4
16-3, 16-4, 16-5
b b 1.2D + 0.5L b b –22.4 73.9 –89.6
16-6, 16-7b 0.9D –12.0 39.5 –47.9
Problem 2.2 b
SOLUTION
Table P2.2
b Summary of Load Combinations Using Strength Design for Beam in
b b b b b b b b b
Problem 2.2
b b
Load Combination b
IBC Equation
Equation Bending Moment Shear Force
b
No.
b b
b
Support Midspan Support
16-1 1.4D –80.6 57.5 16.5
16-2 1.2D + 1.6L b b –105.1 75.2 21.5
1.2D + 0.5L b b –80.4 57.4 16.5
16-3 1.2D + 0.5W b b –42.1 49.3 11.8
1.2D – 0.5W b b –96.1 49.3 16.6
1.2D + 1.0W + 0.5L
b b b b –26.4 57.4 11.7
16-4
1.2D – 1.0W + 0.5L
b b b b –134.4 57.4 21.3
16-5 1.2D + 0.5L b b –80.4 57.4 16.5
0.9D + 1.0W b b 2.2 37.0 5.8
16-6
16-7 0.9D –51.8 37.0 10.6
1 @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 License
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bAgreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
b b b b b b b b b b b b b b b b b b b b b b b b
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b b b b b b b b b b b b b b b b b b b b b
THEREUNDER.
b
, 1008912
0.9D – 1.0W
b b –105.8 37.0 15.4
16-7 0.9D –51.8 37.0 10.6
1 @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 License
b b b b b b b b b b b b b b b b b b b b b b b b b b
bAgreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
b b b b b b b b b b b b b b b b b b b b b b b b
bREPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES
b b b b b b b b b b b b b b b b b b b b b
THEREUNDER.
b
, 1008912
2 Solutions Manual to Structural Loads b b b b
Problem 2.3 b
SOLUTION
Table P2.3
b Summary of Load Combinations Using Basic Allowable Stress Design for
b b b b b b b b b
Beam in Problem 2.3
b b b b
Load Combination b
IBC Equation
Equation Bending Moment Shear Force
b
No.
b b
b
Support Midspan Support
16-8, 16-10
b D –57.6 41.1 11.8
16-9 D+L b b –80.1 57.3 16.4
16-11, 16-14 b D + 0.75L
b b –74.5 53.3 15.3
D + 0.6W
b b –25.2 41.1 8.9
16-12
D – 0.6W
b b –90.0 41.1 14.7
D + 0.75(0.6W) + 0.75L
b b b b –50.2 53.3 13.1
16-13
D – 0.75(0.6W) + 0.75L
b b b b –98.8 53.3 17.4
0.6D + 0.6W b b –2.2 24.7 4.2
16-15
0.6D – 0.6W b b –67.0 24.7 10.0
16-16 0.6D –34.6 24.7 7.1
Problem 2.4 b
SOLUTION
Table P2.4
b Summary of Load Combinations Using Alternative Basic Allowable Stress
b b b b b b b b
Design for Beam in Problem 2.4
b b b b b b
Load Combination b
IBC Equation
Equation Bending Moment Shear Force
b
No.
b b
b
Support Midspan Support
16-17, 16-21 b D+L b b –80.1 57.3 16.4
D + L + 0.6+W
b b b b –38.0 57.3 12.7
16-18, 16-19
b
D + L – 0.6+W
b b b b –122.2 57.3 20.1
D + L + 0.6+W/2
b b b b –59.0 57.3 14.5
16-20
D + L – 0.6+W/2
b b b b –101.2 57.3 18.3
16-22 0.9D –51.8 37.0 10.6
@Seismicisolation
@Seismicisolation
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bAgreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED
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THEREUNDER.
b
