Spring 2004, TuTh 12:30-1:45pm
EGR (Engineering Classroom Bldg.) 2112
Office: S1119 Office Hour: TuTh 1:45-3:45pm
Phone: 301-405-2011
Fax: 301-314-9129
Email: ccfu@eng.umd.edu
NEWS
1. Homework #1 assigned 2/4/04,
due 2/12/04
2. Project assignment #1 to
find snow load and wind load of
3. Homework #2 assigned 2/19/04,
due 2/26/04
4.
5. Mid-term #1 @12:30 pm 3/4/04
Thursday
6. Homework#3 assigned 2/26/04,
due 3/9/04
7. SHA visits @1:15 pm 3/11/04
8. Homework#4 assigned 3/18/04,
due 4/1/04
9. Project 2nd
meeting in the week of 4/5
10. Homework #5 assigned 4/1/04,
due 4/13/04
11. Mid-term #2 @12:30 pm
4/13/04 Tuesday
12. Final @1 pm 5/14/04 Friday;
Project due on the same day; Homework #6 due
Course
Summary:
Course Goal:
Course
Workload:
Attendance:
Attendance is mandatory and
will be checked. All Students are
expected to attend lectures and scheduled laboratory. (Notify me in advance if you cannot make it)
Text book:
Steel
Structures: Design and Behavior, 4th Edition by
Salmon & Johnson, Published by: Prentice-Hall
AISC
LRFD Manual of Steel Construction – 3rd Edition , Published by: AISC
Prerequisites:
ENCE355 Introduction to Structural Design (or equivalent course).
1. Introduction:
Loads, Specifications & Codes, Design Philosophy, Properties of steel
(Chapters 1 and 2) – 2 weeks
·
Introduction, engineering design process
·
Loads, gravity and lateral systems
·
Loads (gravity, snow, rain, wind)
·
Steel material & shapes, specs & codes
·
Design philosophies, LRFD/ASD
·
Introduction of
Part I of AISC LRFD Manual
(Architectural Drawings in
pdf: A-1, A-2, A-3, A-4, A-5; Structural Drawings in
pdf: S7, S-8: AISC in excel: AISC-01thru07, ASCE7 in doc: AISC7Ref)
2. Design of
Tension Members, LRFD (Chapter 3) – 1 week
·
Tension members: Net area, load transfer
·
Tension members: Shear lag, stagger
·
Tension members: Block shear, LRFD examples
·
Homework #1 (Salmon & Johnson 3.11, 3.16; assigned
2/4/04, due 2/12/04, Results: 3.11, 3.16)
·
Handout of Project (AISC in excel: AISC-28,
Computer model pictures 1, 2,
3)
3. Design
of Compression Members, LRFD (Chapter 6) – 2 weeks
·
Columns: development of column strength curve
·
Columns: effective length, design examples
·
Homework #2 (Salmon & Johnson 6.4 Cases 3 and 4, 6.9 Part
(a) and (b), assigned 2/19/04, due 2/26/04, Results: 6.4,
6.9)
·
Columns: local buckling
·
Homework #3 (Salmon & Johnson 6.16, 6.19 Part (a) and
(b), assigned 2/26/04, due 3/9/04, Results: 6/16, 6.19)
·
Handout of Project
(Architectural Drawings in pdf: A-2, A-3; Structural
Drawings in pdf: S-5,
S-7, S-8; AISC in excel: AISC-20thru27)
***
Mid-Exam 1
4. Design
of Laterally Supported Beams, LRFD (Chapter 7) – 1 week
·
Beams, laterally supported: LRFD design examples
·
Beams: deflection
5. Design of
Laterally Unsupported Beams, LRFD (Chapter 9) – 1 1/2 weeks
·
Beams, laterally-torsional buckling (LTB): unbraced length
·
Beams: LTB design examples
·
Beams: non-compact, shear
·
Homework #4 (Salmon & Johnson 7.6, 9.8 Case 8, 9.22 use
LRFD & Fy=50 ksi, assigned 3/18/04, due 4/1/04, Hint,
Results: 7.6, 9.8, 9.22)
·
Beams: biaxial bending
·
Steel joists
***
Spring Break
6. Composite
Steel-Concrete Construction – 1 1/ 2
week
·
Computation of Elastic Section Properties
·
LRFD Design Procedure
·
Homework #5 (Salmon & Johnson 16.1 Case 6, 16.2 Case 6,
16.4 Case 12 assigned 4/1/04, due 4/13/04, Results: 16.1&2,
16.4)
(6.
Design of Beam-Columns, LRFD (Chapter 12) – 1 1/ 2 weeks
***
Mid-Exam 2
·
Handout of Project
(Architectural Drawings in pdf: A-2, A-3; AISC in
excel: AISC-09thru13)
7. Structural
Fasteners and Welds (Chapters 4 and 5) - 2 weeks
8. Design of Connections, LRFD (Chapter 13) - 2
weeks
·
Connections: shear
·
Connections: standard framed
·
Connections: base plates
·
Homework #6 (Salmon & Johnson 4.10 (a) & (c), 5.4 (a)
A572 Grade 42 steel, F7X weld, (b) A514 steel, F11X weld due 5/14/04)
·
Handout of Project
·
(Structural Drawings in pdf: S2, S6, S3, S4)
***
Project due
***
Final
Footnote: 3
Exams. - 45%, Homework - 40%, 1 Project – 15% Total 100%
Click here to E-mail questions
or comments.
by
Chung C. Fu
Last Modified 5/10/ 2004