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 13
13.1
60 kN 100 kN
B C D
A
ΔDO
fDD Dy
D
A
1 kN
Using beam deflection formulas:
14760 kN.m3 243 kN.m3 {kN
DO “ ´ f DD “
EI EI
Compatibility Equation:
14760
DO ` f DD D y “ 0 Dy “ “ 60.74 kN Ò
243
60 kN 100 kN
233.34 A D
Reactions kN · m B C
99.26 kN
60.74 kN
508
© 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.
, 13.1 (CONTD.)
99.26
39.26
Shear D
Diagram (kN) A B C
–60.74
182.22
64.44
Bending
A
Moment B C D
Diagram
(kN.m)
–233.34
509
© 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 13
13.1
60 kN 100 kN
B C D
A
ΔDO
fDD Dy
D
A
1 kN
Using beam deflection formulas:
14760 kN.m3 243 kN.m3 {kN
DO “ ´ f DD “
EI EI
Compatibility Equation:
14760
DO ` f DD D y “ 0 Dy “ “ 60.74 kN Ò
243
60 kN 100 kN
233.34 A D
Reactions kN · m B C
99.26 kN
60.74 kN
508
© 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.
, 13.1 (CONTD.)
99.26
39.26
Shear D
Diagram (kN) A B C
–60.74
182.22
64.44
Bending
A
Moment B C D
Diagram
(kN.m)
–233.34
509
© 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.
