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E-raamat: Structural Engineering SE All-in-One Exam Guide: Breadth and Depth, Second Edition

  • Formaat: 408 pages
  • Ilmumisaeg: 26-Aug-2022
  • Kirjastus: McGraw-Hill Education
  • Keel: eng
  • ISBN-13: 9781264651801
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Structural Engineering SE All-in-One Exam Guide: Breadth and Depth, Second EditionSuurem pilt
  • Formaat: 408 pages
  • Ilmumisaeg: 26-Aug-2022
  • Kirjastus: McGraw-Hill Education
  • Keel: eng
  • ISBN-13: 9781264651801
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This up-to-date self-study system delivers comprehensive coverage of all topics on the current version of the Structural Engineering SE exam

This up-to-date self-study guide provides comprehensive coverage of all topics expected on the current version of the SE exam. Structural Engineering SE All-in-One Exam Guide: Breadth and Depth, Second Edition offers background material, real-world examples, updated regulations and requirements, sample problems, and realistic practice exams, both multiple choice and essay.

Written by a practicing engineer and a former exam developer and grader, Structural Engineering SE All-in-One Exam Guide: Breadth and Depth, Second Edition will focus and enhance your preparation for the 16-hour Structural Engineering exam produced by NCEES and adopted by your jurisdiction. This book prepares you for every topic expected to be on the exam, including building systems, structural analysis, seismic and wind analysis, structural materials, bridges, and simple and complex code provisions. You will learn strategies for taking the exam and gain insight into how the test is written and graded.

Coverage includes:

  • An introduction to exam preparation and professional licensure
  • Design codes and general loading
  • Computer modeling and verification
  • Construction administration and quality control
  • Structural analysis
  • Reinforced and prestressed concrete design
  • Masonry design
  • Foundation and retaining wall design
  • Structural and cold-formed steel design
  • Timber design
  • Seismic loading
  • Wind loading
  • Bridge design

Preface to the Second Edition xiii
Chapter 1 Introduction
1(10)
1-1 Professional Licensure
2(1)
1-2 The Exam: A Graders Perspective
2(2)
1-3 The Exam: A Writer's Perspective
4(1)
1-4 Exam Format
4(1)
1-5 Knowledge Areas Within the Morning Module for Vertical and Incidental Lateral Forces (Exam Module 1 of 4)
5(1)
1-6 Understanding the Afternoon Module for Vertical and Incidental Lateral Forces (Exam Module 2 of 4)
6(1)
1-7 Knowledge Areas within the Morning Module for Lateral Forces (Exam Module 3 of 4)
7(1)
1-8 Understanding the Afternoon Module for Lateral Forces (Exam Module 4 of 4)
7(1)
1-9 Preparing for the Exam
8(1)
1-10 After the Exam
8(2)
1-11 The Next Code Reference Cycle
10(1)
Chapter 2 Design Codes and Loading
11(20)
2-1 Understanding Intent and Purpose
11(1)
2-2 Building Codes
12(2)
2-3 Risk Categories
14(1)
2-4 Building Systems
15(4)
2-5 Bridge Codes
19(1)
2-6 Bridge Systems
20(2)
2-7 Design Methods
22(1)
2-8 Loads for Buildings (IBC and ASCE 7)
23(1)
2-9 Load Combinations for Buildings (IBC and ASCE 7)
24(3)
2-10 Loads and Load Combinations for Bridges (AASHTO)
27(2)
2-11 Recommended Readings
29(2)
Chapter 3 Computer Modeling and Verification
31(6)
3-1 Creating a Structural Model for Computation
32(1)
3-2 Understanding Output
33(1)
3-3 Approximate Methods for Verifying Results
34(2)
3-4 Recommended Readings
36(1)
Chapter 4 Construction Administration
37(6)
4-1 Quality Control
37(2)
4-2 Special Inspection and Structural Observation
39(1)
4-3 Consideration of Alternatives
40(1)
4-4 Detail Sketching
41(1)
4-5 Recommended Readings
42(1)
Chapter 5 Structural Analysis
43(18)
5-1 Member Geometry
43(1)
5-2 Statically Determinate Structures
44(2)
5-3 Statically Indeterminate Structures
46(7)
5-4 Analysis of Beams in Bending
53(3)
5-5 Influence Diagrams
56(3)
5-6 Approximate Frame Analysis Methods
59(1)
5-7 Recommended Readings
60(1)
Chapter 6 Reinforced Concrete Design
61(32)
6-1 Nomenclature
61(1)
6-2 General Requirements
62(1)
6-3 Strength Design of Flexural Members
63(5)
6-4 Serviceability Design of Flexural Members
68(3)
6-5 Shear and Torsion
71(5)
6-6 Special Considerations for Deep Beams
76(1)
6-7 Column Design
77(4)
6-8 Two-Way Slab Design
81(1)
6-9 Development of Reinforcement
82(1)
6-10 Anchorage to Concrete
83(2)
6-11 Horizontal Diaphragms and Collectors
85(1)
6-12 Concrete Moment-Resisting Frames
86(3)
6-13 Concrete Shear Walls
89(2)
6-14 Recommended Readings
91(2)
Chapter 7 Prestressed Concrete Design
93(14)
7-1 Nomenclature
93(1)
7-2 General Principles and Requirements
94(1)
7-3 Prestress Losses
95(2)
7-4 Load Balancing and Tendon Profiles
97(2)
7-5 Flexural Member Design for Prestress Transfer Forces
99(1)
7-6 Flexural Member Design for Service-Level Forces
100(1)
7-7 Strength Design of Flexural Members
101(2)
7-8 Design for Shear and Torsion
103(2)
7-9 Recommended Readings
105(2)
Chapter 8 Masonry Design
107(26)
8-1 Nomenclature
107(1)
8-2 General Requirements
108(3)
8-3 Design of Members for Flexure
111(8)
8-4 Design of Members for Shear
119(2)
8-5 Design of Members for Axial Loads
121(2)
8-6 Introduction to Prestressed Masonry
123(2)
8-7 Anchorage to Masonry
125(2)
8-8 Seismic Design Requirements
127(1)
8-9 Masonry Shear Walls
128(3)
8-10 Recommended Readings
131(2)
Chapter 9 Foundation and Retaining Wall Design
133(18)
9-1 General Requirements
134(2)
9-2 Soil Loading and Design Values
136(5)
9-3 Isolated Shallow Pad Footings
141(2)
9-4 Other Types of Shallow Foundations
143(3)
9-5 Deep Foundations
146(1)
9-6 Retaining Walls
146(2)
9-7 Special Seismic Considerations
148(1)
9-8 Recommended Readings
149(2)
Chapter 10 Structural Steel Design
151(22)
10-1 Nomenclature
151(1)
10-2 General Requirements
152(2)
10-3 Flexural Members
154(2)
10-4 Tension Members
156(1)
10-5 Compression Members
157(1)
10-6 Design of Plate Girders
158(1)
10-7 Baseplates
159(1)
10-8 Connections
160(1)
10-9 Composite Beams
161(2)
10-10 Horizontal Diaphragms
163(1)
10-11 Steel Moment-Resisting Frames
163(4)
10-12 Steel Braced Frames
167(3)
10-13 Other Steel Lateral Force-Resisting Systems
170(2)
10-14 Recommended Readings
172(1)
Chapter 11 Cold-Formed Steel Design
173(8)
11-1 Nomenclature
173(1)
11-2 General Requirements
173(2)
11-3 Flexural Members
175(1)
11-4 Tension and Compression Members
176(1)
11-5 Connections
176(1)
11-6 Horizontal Diaphragms
176(2)
11-7 Shear Walls
178(1)
11-8 Recommended Readings
179(2)
Chapter 12 Timber Design
181(18)
12-1 Nomenclature
181(1)
12-2 Basic Properties of Wood
181(1)
12-3 Adjustment of Design Values
182(7)
12-4 Design for Flexure
189(1)
12-5 Design for Shear
190(1)
12-6 Design for Compression
191(1)
12-7 Design for Tension
192(1)
12-8 Design for Bearing
192(1)
12-9 Combined Bending and Axial Loading
193(1)
12-10 Serviceability
193(1)
12-11 Connections
194(2)
12-12 Horizontal Diaphragms, Chords, and Collectors
196(1)
12-13 Shear Walls
196(1)
12-14 Recommended Readings
197(2)
Chapter 13 Seismic Analysis and Design
199(20)
13-1 General Requirements
199(1)
13-2 Period
200(1)
13-3 Site-Specific Criteria
201(3)
13-4 Equivalent Lateral Force Procedure
204(2)
13-5 Horizontal Diaphragms
206(2)
13-6 Building Systems---Horizontal Combinations
208(1)
13-7 Building Systems---Vertical Combinations
208(1)
13-8 Horizontal Distribution of Seismic Forces---Rigid and Semirigid Diaphragms
209(1)
13-9 Vertical Distribution of Seismic Forces
210(1)
13-10 Horizontal Irregularities
210(2)
13-11 Vertical Irregularities
212(1)
13-12 Story Drift and P-Delta Effects
213(1)
13-13 Structural Walls and Their Anchorage
214(1)
13-14 Nonstructural Components
215(1)
13-15 Nonbuilding Structures
216(1)
13-16 Recommended Readings
217(2)
Chapter 14 Wind Analysis and Design
219(10)
14-1 General Requirements
219(1)
14-2 Building Characteristics
220(2)
14-3 General Wind Load Parameters
222(1)
14-4 All Heights---The Directional Procedure
223(2)
14-5 Low-Rise Structures---The Envelope Procedure
225(1)
14-6 Other Structures
226(1)
14-7 Components and Cladding
227(1)
14-8 Recommended Readings
228(1)
Chapter 15 Bridge Design
229(22)
15-1 Nomenclature
229(1)
15-2 The Design Process
230(1)
15-3 Loading
231(3)
15-4 Serviceability
234(2)
15-5 Concrete Superstructures
236(6)
15-6 Steel Superstructures
242(1)
15-7 Timber Superstructures
243(1)
15-8 Foundations and Substructures
244(1)
15-9 Designing for Lateral Forces
245(5)
15-10 Recommended Readings
250(1)
Appendix A Vertical and Incidental Lateral Forces (Gravity/Other) Multiple-Choice Problems
251(22)
Introduction
251(22)
Appendix B Vertical and Incidental Lateral Forces (Gravity/Other)---Building Essay Problems
273(8)
Introduction
273(8)
Appendix C Vertical and Incidental Lateral (Gravity/Other) Forces--- Bridge Essay Problems
281(4)
Introduction
281(4)
Appendix D Lateral Forces (Wind/Earthquake) Multiple-Choice Problems
285(24)
Introduction
285(24)
Appendix E Lateral Forces (Wind/Earthquake)---Building Essay Problems
309(12)
Introduction
309(12)
Appendix F Lateral Forces (Wind/Earthquake)---Bridge Essay Problems
321(4)
Introduction
321(4)
Appendix G Part 1: Solutions---Vertical Forces, Multiple-Choice Problems
325(26)
Part 2 Solutions---Vertical Forces, Building Essay Problems
340(6)
Part 3 Solutions---Vertical Forces, Bridge Essay Problems
346(5)
Appendix H Part 1: Solutions---Lateral Forces, Multiple-Choice Problems
351(28)
Part 2 Solutions---Lateral Forces, Building Essay Problems
367(7)
Part 3 Solutions---Lateral Forces, Bridge Essay Problems
374(5)
Index 379
David K. Adams, S.E., is a registered civil and structural engineer in California. He graduated from the University of California at San Diego with a degree in Structural Engineering and has practiced with Lane Engineers, Inc. in Tulare, California since 1990. A typical workday for Mr. Adams includes completion of structural calculations, drawings, and reports on buildings and other structures for commercial, residential, educational, institutional, and industrial uses. In addition to providing plan checking services for local municipalities to determine building compliance with life safety, accessibility, and structural requirements of current codes, the author also provides expert review services for Californias engineer licensing board, has participated in the development of national and California-specific structural engineering licensing examinations, and is currently an instructor for the American Society of Civil Engineers.
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