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This page will connect you with all of the important material covered in
this class. This will include outlines of the lectures, homework assignments,
reading assignments and exam reviews. The general outline is still tenative.
The outline of the lectures will emphasize the main points in the lecture.
However, it will not substitute for attending the class. I am not a
babysitter and you are all suppose to be adults. It will be beneficial to
you to attend and see how the examples are worked and the theory behind the
topic is applied.
If you have questions, email
me!
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Week |
Date |
Lecture Number |
Reading Section |
Topic |
|
1 |
Jan. 14 |
Lecture 1 |
Chap. 1 |
General introduction to the course and discussion of concrete construction.
Short tutorial on Visual analysis. First homework assignment was
assigned. The homework is given
HW 1, work
the basic and advanced cases.
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Jan. 16 |
Lecture 2 |
Chap. 1 |
|
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Jan. 18 |
Lecture 3 |
Chap. 1 |
|
2 |
Jan. 21 |
No class |
Chap. 2 |
The classes cover topics on material properties of steel and concrete, their
strengths and weaknesses. The class project is introduced and the types of
concrete structures, flexural stress in singly reinforce beams and initial
discussion on analysis of beams. The second homework assignment was given
HW 2.
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Jan. 23 |
Lecture 4 |
Chap. 2
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Jan. 25 |
Lecture 5 |
Chap. 3 |
|
3 |
Jan. 28 |
Lecture 6 |
Chap. 3 |
The first lecture discusses the analysis of singly reinforce beams,
over-reinforced, balanced and under-reforced beams. Describes the
characteristics of the beams and the justification of some of the
coefficients. The Friday's lecture discusses the analysis of doubly
reinforced beams and how to handle the steel under compression.
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|
Jan. 30 |
Lecture 7 |
Chap. 4 |
|
Feb. 1 |
Lecture 8 |
Chap. 5
|
|
4 |
Feb. 4 |
Lecture 9 |
Chap. 3 |
The first lecture discusses the analysis of singly reinforce beams,
over-reinforced, balanced and under-reforced beams. Describes the
characteristics of the beams and the justification of some of the
coefficients. Discussion on single reinforced beams, doubly reinforce beams,
and t beams. A homework assignment is given Assignment 3. The solution to the homework is Solution 3.
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Feb. 6 |
Lecture 10 |
Chap. 4 |
|
Feb. 8 |
Lecture 11 |
Chap. 4 |
|
5 |
Feb. 11 |
Lecture 12 |
Chap. 3 |
The lecture 12 covered pan joists and load factors for design of
beams. Lecture 13 begins the developing the design of singly reinforced
beams for known dimensions and unknown dimensions. Lecture 13 covers load
factors, strength reduction, resistance factors, cover, bar spacing and
design procedures for singly reinforced beams. Lecture 14 were a listing
of example problems worked in class.
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|
Feb. 13 |
Lecture 13 |
Chap. 4 |
|
Feb. 15 |
Lecture 14 |
Chap. 4 |
|
6 |
Feb. 18 |
Lecture 15 |
Chap. 3 |
Lecture 15 shows the procedure for designing a doubly reinforced beam for
known dimensions and worked an example problem in class. Lecture 16 covered
the design of doubly reinforced beams with unknown dimensions. It covers
the step by step procedure and set up an example problem. Lecture 17 cover
the design procedure for T-beams with known dimensions and discusses how to
find the beff for the flange in tension and compression.
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Feb. 20 |
Lecture 16 |
Chap. 4 |
|
Feb. 22 |
Lecture 17 |
Chap. 4 |
|
7 |
Feb. 25 |
Lecture 18 |
Chap. 3 |
Lecture 18 discusses bar development length, flexural reinforcement in slabs,
spacing of bars in slabs, minimum reinforcement and spacing due to thermal
expansion and contraction, types of bar failures due to bar development,
factors on development and hooks. Lecture 19 worked an example for
development in a beam and column. Lecture 20 deals with bar cutoff and
splicing of bars and works an example problem using the tables from the
back of the book for bar cutoff and development length.
A homework assignment is given
Assignment 4. The solution to
the homework is Solution 4.
|
|
Feb. 27 |
Lecture 19 |
Chap. 4 |
|
Mar. 1 |
Lecture 20 |
Chap. 4 |
|
8 |
Mar. 4 |
Lecture 21 |
Chap. 3 |
Lecture 21 continued with the bar development and cutoff example. It started
the discussion on shear reinforcement of a beam for elastic beams. The
lecture discusses various type of failure in shear. Lecture 22 covers the
shear reinforcement, types of shear stress calculations, stirrup requirements,
and design procedure on how to layout stirrups, spacing, size, etc. Sets
up an example problem for shear design. Lecture 23 finishes up the example
problem and begins the discussion on one-way slab design, bar cutoff, joist
design and shear failure.
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|
Mar. 6 |
Lecture 22 |
Chap. 4 |
|
Mar. 8 |
Lecture 23 |
Chap. 4 |
|
9 |
Mar. 18 |
Lecture 24 |
Chap. 3 |
Lecture 24 covered an example problem on one-way slab design. Lecture 25
deals with columns, definitions, reduction factors, tied and spiral columns,
design procedures, steel reinforcement, spacing requirements, and calculation
of a concentrical load column (example problem). Lecture 25 covers the
development of an interaction diagram for a column, how to get the
Pn, Mn, and eccentricity of load, variability of the
reduction coefficient, and starts to work a problem generating a interaction
diagram. Lecture 26 goes through the requires and the example problem.
A homework assignment is given
Assignment 5. The solution to
the homework is Solution 5.
|
|
Mar. 20 |
Lecture 25 |
Chap. 4 |
|
Mar. 22 |
Lecture 26 |
Chap. 4 |
|
10 |
Mar. 25 |
Lecture 27 |
Chap. 3 |
Lecture 27 finishes up the example an discuss splices and shear in columns
and begins to discuss how to use the interaction diagrams for design of
columns and works an example problem using an interaction diagram. Lecture
28 starts to discuss biaxial bending and axial loading on a column and works
through an example problem on biaxial loading.
|
|
Mar. 27 |
Lecture 28 |
Chap. 4 |
|
Mar. 29 |
Good Friday |
Chap. 4 |
|
11 |
April 1 |
Lecture 29 |
Chap. 3 |
Lecture 29 covers the topic of "long" columns and how it effects the design
of the column and covers the design of a short column using the interaction
diagrams from the book. Lecture 30 introduces the topic of serviceability
limit states; crack width control, why crack control is important, and works
through an example problem on crack development. Lecture 31 covers deflection
control, premissible deflection, calculation of moments of inertia, deflection
response of RC beams in flexure, cracked transformed sections for singly
reinforced beams, doubly reinforced beams and t-beams. Start an example
problem for a doubly reinforced beam to find the centriod, moment of inertia,
and cracked moment. A homework assignment is given
Assignment 6. The solution to
the homework is Solution 6.
|
|
April 3 |
Lecture 30 |
Chap. 4 |
|
April 5 |
Lecture 31 |
Chap. 4 |
|
12 |
April 8 |
Lecture 32 |
Chap. 3 |
Lecture 32 covers using superposition tables to find the maximum deflection
sustainable loading and presents an example problem. The example problem is
used to find the maximum allowable deflection and crack control. Lecture 33
introduces the topic of two-way slabs, calculating h, determining
as and starts an example on a two-way
slab with beams. Lecture 34 discuss how to find the thickness for two-way
slabs and discusses shear failures (one-way and punch out or two-way shear),
the shear reinforcement at the columns and worked through an example problem
for shear reinforcement at a column.
|
|
April 10 |
Lecture 33 |
Chap. 4 |
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April 12 |
Lecture 34 |
Chap. 4 |
|
13 |
April 15 |
Lecture 35 |
Chap. 3 |
Lecture 35 introduces the direct design method for two-way slabs, covers
column strips and middle strips, minimum slab thickness, distributed moments,
amounts of steel, transverse distribution of moments, pattern loading and
reinforcement in the slab with develop length. Lecture 36 consists of two
example problems for a flat plate floor system (no beams) interior and
exterior panels. Lecture 37 consists of two examples of two-way floor design:
the first is an interior panel with beams and second example covers slab
design with drop down panels.
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|
April 17 |
Lecture 36 |
Chap. 4 |
|
April 19 |
Lecture 37 |
Chap. 4 |
|
14 |
April 22 |
Lecture 38 |
Chap. 3 |
Lecture 38 deals with footings, types of footings, soil pressure, design
considerations, size of footings, shear problems, flexural strength and
reinforcement, bearing capacity, doweling, development length, and design
requirements. A simple wall foundation example problem was worked. Lecture
39 consisted of 2 problems, the first was a square footing design and the
second was a rectangular footing design. Lecture 40 consists of two problems;
the first is a multiple column design footing and design of a column with
a moment. Also settlement and bearing questions are discussed.
A homework assignment is given
Assignment 7. This is
homework 7 's Solution 7.
|
|
April 24 |
Lecture 39 |
Chap. 4 |
|
April 26 |
Lecture 40 |
Chap. 4 |
|
15 |
April 29 |
Lecture 41 |
Chap. 3 |
Lecture 41 deals with
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April 30 |
Lecture 42 |
Chap. 4 |
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