Steel Design 5th Edition
INSTRUCTOR’S
ST
UV
SOLUTIONS
IA
MANUAL
_A
PP
William T. Segui
RO
Comprehensive Solutions Manual for
VE
Instructors and Students
D?
© William T. Segui. All rights reserved. Reproduction or distribution without permission is
prohibited.
©MedConnoisseur
, TABLE OF CONTENTS
Instructor’s Solutions Manual – Steel Design, 5th Edition (ISBN Verified)
William T. Segui
ST
Chapter 1. Introduction,
Chapter 2. Concepts in Structural Steel Design,
Chapter 3. Tension Members,
UV
Chapter 4. Compression Members,
Chapter 5. Beams,
Chapter 6. Beam-Columns,
Chapter 7. Simple Connections,
IA
Chapter 8. Eccentric Connections,
Chapter 9. Composite Construction,
Chapter 10. Plate Girders
_A
PP
RO
VE
D?
©MedConnoisseur
, CHAPTER 1 - INTRODUCTION
1.5-1
(a) P 2067 1340 lb
ST
f P 1340 68. 02 psi f 68. 0 psi
A 19. 7
(b) Since E f ,
UV
f 68. 02 2. 35 10 −6 2. 35 10 −6
E 29, 000, 000
1.5-2
IA
(a) L 9/ sin 45 ° 12. 73 ft
ΔL L 8. 9 10 −4 12. 73 12 0. 136 in. ΔL 0. 136 in.
f E 8. 9 10 −4 29, 000 25. 81 ksi
_A
(b)
P fA 25. 811. 31 33. 8 kips P 33. 8 kips
1.5-3
PP
0. 5 2
A d
2
(a) 0. 196 3 in. 2
4 4
f P 5000 25, 470 psi
A 0. 1963
RO
−3
ΔL 6. 792 10 8. 49 10 −4
L 8
25, 470
E f 3. 0 10 7 psi E 30, 000 ksi
8. 49 10 −4
(b) F u P u 14, 700 74, 900 psi F u 74. 9 ksi
VE
A 0. 1963
D?
[1-1]
© 2013 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.
, 1.5-4
Spreadsheet results:
(a) (b)
ST
Load Stress
(lb) (psi) microstrain
2,000 10,186 47
2,500 12,732 220
UV
3,000 15,279 500
3,500 17,825 950
4,000 20,372 1,111
4,500 22,918 1,200
5,000 25,465 1,702
IA
30,000
_A
25,000
Stress (psi)
20,000
15,000
PP
10,000
5,000
0
0.000000 0.000500 0.001000 0.001500 0.002000
RO
Strain
VE
(c) Slope 9,210,000 psi modulus of elasticity
D?
[1-2]
© 2013 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.
INSTRUCTOR’S
ST
UV
SOLUTIONS
IA
MANUAL
_A
PP
William T. Segui
RO
Comprehensive Solutions Manual for
VE
Instructors and Students
D?
© William T. Segui. All rights reserved. Reproduction or distribution without permission is
prohibited.
©MedConnoisseur
, TABLE OF CONTENTS
Instructor’s Solutions Manual – Steel Design, 5th Edition (ISBN Verified)
William T. Segui
ST
Chapter 1. Introduction,
Chapter 2. Concepts in Structural Steel Design,
Chapter 3. Tension Members,
UV
Chapter 4. Compression Members,
Chapter 5. Beams,
Chapter 6. Beam-Columns,
Chapter 7. Simple Connections,
IA
Chapter 8. Eccentric Connections,
Chapter 9. Composite Construction,
Chapter 10. Plate Girders
_A
PP
RO
VE
D?
©MedConnoisseur
, CHAPTER 1 - INTRODUCTION
1.5-1
(a) P 2067 1340 lb
ST
f P 1340 68. 02 psi f 68. 0 psi
A 19. 7
(b) Since E f ,
UV
f 68. 02 2. 35 10 −6 2. 35 10 −6
E 29, 000, 000
1.5-2
IA
(a) L 9/ sin 45 ° 12. 73 ft
ΔL L 8. 9 10 −4 12. 73 12 0. 136 in. ΔL 0. 136 in.
f E 8. 9 10 −4 29, 000 25. 81 ksi
_A
(b)
P fA 25. 811. 31 33. 8 kips P 33. 8 kips
1.5-3
PP
0. 5 2
A d
2
(a) 0. 196 3 in. 2
4 4
f P 5000 25, 470 psi
A 0. 1963
RO
−3
ΔL 6. 792 10 8. 49 10 −4
L 8
25, 470
E f 3. 0 10 7 psi E 30, 000 ksi
8. 49 10 −4
(b) F u P u 14, 700 74, 900 psi F u 74. 9 ksi
VE
A 0. 1963
D?
[1-1]
© 2013 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.
, 1.5-4
Spreadsheet results:
(a) (b)
ST
Load Stress
(lb) (psi) microstrain
2,000 10,186 47
2,500 12,732 220
UV
3,000 15,279 500
3,500 17,825 950
4,000 20,372 1,111
4,500 22,918 1,200
5,000 25,465 1,702
IA
30,000
_A
25,000
Stress (psi)
20,000
15,000
PP
10,000
5,000
0
0.000000 0.000500 0.001000 0.001500 0.002000
RO
Strain
VE
(c) Slope 9,210,000 psi modulus of elasticity
D?
[1-2]
© 2013 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole or in part.
