INSTRUCTOR'S SOLUTIONS MANUAL
TO ACCOMPANY
Structural Analysis
Sixth Edition, SI Edition
ASLAM KASSIMALI
Southern Illinois University—Carbondale
, Contents
Chapter 2............................................................................................................................. 1
Chapter 3........................................................................................................................... 18
Chapter 4........................................................................................................................... 62
Chapter 5......................................................................................................................... 117
Chapter 6......................................................................................................................... 200
Chapter 7......................................................................................................................... 281
Chapter 8......................................................................................................................... 362
Chapter 9......................................................................................................................... 423
Chapter 10....................................................................................................................... 447
Chapter 12....................................................................................................................... 478
Chapter 13....................................................................................................................... 508
Chapter 14....................................................................................................................... 599
Chapter 15....................................................................................................................... 631
Chapter 16....................................................................................................................... 685
Chapter 17....................................................................................................................... 728
Appendix B ...................................................................................................................... 751
Appendix C ...................................................................................................................... 761
Appendix D ...................................................................................................................... 762
, Chapter 16
16.1
90 kN 50 kN
C
A E
6m 6m
KAC = I KCE = I
6 6
DF 0.5 0.5
FEM 40 −80 37.5 −37.5
21.3 21.3
10.6 10.6
Final
Moments 50.6 −58.7 58.8 −26.9
For reactions, and shear and bending moment diagrams, see solution of Problem 15.1.
685
© 2020 Cengage Learning®. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website,
in whole or in part.
, 16.2
100 kN
75 kN/m
375 kN/m
A C
B
6m 4m
KAB = I KBC = I
6 4
DF 0.4 0.6
FEM 187.5 −187.5 100 −100
35 52.5
17.5 26.25
Final
Moments 205 −152.5 152.5 −73.75
For reactions, and shear and bending moment diagrams, see solution of Problem 15.2.
686
®
© 2020 Cengage Learning . All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website,
in whole or in part.
TO ACCOMPANY
Structural Analysis
Sixth Edition, SI Edition
ASLAM KASSIMALI
Southern Illinois University—Carbondale
, Contents
Chapter 2............................................................................................................................. 1
Chapter 3........................................................................................................................... 18
Chapter 4........................................................................................................................... 62
Chapter 5......................................................................................................................... 117
Chapter 6......................................................................................................................... 200
Chapter 7......................................................................................................................... 281
Chapter 8......................................................................................................................... 362
Chapter 9......................................................................................................................... 423
Chapter 10....................................................................................................................... 447
Chapter 12....................................................................................................................... 478
Chapter 13....................................................................................................................... 508
Chapter 14....................................................................................................................... 599
Chapter 15....................................................................................................................... 631
Chapter 16....................................................................................................................... 685
Chapter 17....................................................................................................................... 728
Appendix B ...................................................................................................................... 751
Appendix C ...................................................................................................................... 761
Appendix D ...................................................................................................................... 762
, Chapter 16
16.1
90 kN 50 kN
C
A E
6m 6m
KAC = I KCE = I
6 6
DF 0.5 0.5
FEM 40 −80 37.5 −37.5
21.3 21.3
10.6 10.6
Final
Moments 50.6 −58.7 58.8 −26.9
For reactions, and shear and bending moment diagrams, see solution of Problem 15.1.
685
© 2020 Cengage Learning®. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website,
in whole or in part.
, 16.2
100 kN
75 kN/m
375 kN/m
A C
B
6m 4m
KAB = I KBC = I
6 4
DF 0.4 0.6
FEM 187.5 −187.5 100 −100
35 52.5
17.5 26.25
Final
Moments 205 −152.5 152.5 −73.75
For reactions, and shear and bending moment diagrams, see solution of Problem 15.2.
686
®
© 2020 Cengage Learning . All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website,
in whole or in part.
