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Module-2.1

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MISAMIS UNIVERSITY
Ozamiz City
Office of the Vice President
for Academic Affairs
COLLEGE OF ENGINEERING AND
TECHNOLOGY
LEARNING
MODULE
Prepared by: TIMOTEO B. BAGUNDOL
Faculty
Checked by:
Program Chairman
Reviewed by: ENGR. ISIDRO M. DALIS, JR
Dean
Approved by: DR. GERALDINE D. DURIAS
Document
Code:
Module Reference No.
04
Revision Date:
Units:
4.0
Revision No.:
0
Subject Code:
CE 322C
Prerequisite:
CE 311C
Co-requisite:
None
VPAA/Director for Instruction
Descriptive Title: PRINCIPLES OF REINFORCED/PRESTRESSED CONCRETE
MU-ACA-041A/30May2020
MODULE 2.1
ANALYZING RECTANGULAR AND T-BEAM SECTIONS
I. Course Outcome
II. Learning Outcome/s
III. Time Frame
IV. Introduction/Outline
: CO2: Evaluate the strength of structural plain, reinforced, or
prestressed concrete elements in axial loading, bending, shear,
torsion under pseudo-elastic and inelastic stages of loading
: LO2.1: Analyze the proportioning of member size and
reinforcement ratio of concrete elements subjected to axial
loading, bending, shear, or torsion.
: 6 Hours (School-based)
6 Hours (Home-based)
: In this module, you will analyze the inelastic behaviour of
different concrete specimens with their corresponding cylinder
strength, f’c, from the stress-strain diagram.
Below are key concepts for reading.
•
Web and longitudinal reinforcement
•
Elastic, elasto-plastic and ultimate bending
•
Allowable bending strength
•
Nominal and design bending strengths
V. Learning Materials
VI. Supplementary
Learning Resources
VII. Learning Activities
: • Hand-outs.
• Example problems with solution.
• Writing Materials: Pen, paper and calculator.
: A. Books
1. Design of Concrete Structures
by Nilson, Arthur H., David Darwin, and Charles W.
Dolan, Mc Graw-Hill Co., 2010
2. National Structural Code of the Philippines (NSCP C101,
Vol.1 Buildings and Other Vertical Structures)
by Association of Structural Engineers of the
Philippines. 7th Ed., 2016
3. Design of Concrete Structures
by Kumar, Sujeet., S.K. Kataria & Sons, 2015.
4. Reinforced and Prestressed Concrete
by Loo, Yew-Chaye and Sanaul Huq Chowdhury.
Cambridge University Press, 2010.
5. Fundamentals of Reinforced Concrete
By Besavilla, Venancio Jr., VIB Publisher, 2013.
B. e-copy of the book: Design of Concrete Structures (2016)
: 1. Read the key concepts and get familiarize on the different
terms.
2. In the sample problems given, note how the different formulas
are applied to solve the required quantity.
•
VIII. Equipment
IX. Student Feedback
3. Answer “Activities 1 and 2” of this module and write solution
in a long white bond paper, picture it and send thru email at
timbag2005@yahoo.com anytime during our home-based
session and the hard copy of the solution will be submitted
during our next face-to-face meeting.
: None
: Your feedback is important. Please don’t leave this blank. This
portion will allow us to evaluate how this module is going. Your
feedback will help improve this module for future revision.
1. Which part of this module you found interesting? Why?
2. Which part of this module you considered challenging? Why?
Activity 1: Singly-reinforced rectangular beam (60 pts.)
A rectangular beam has a width 300 mm and an effective depth of 387.5 mm is reinforced with
4-25 mm ø corrugated bars. f’c = 24.13 MPa, fy = 413.7 MPa.
a) Compute the balanced steel ratio
b) Compute the tension reinforcement index
c) Compute the nominal moment capacity of the beam
Activity 2: Doubly-reinforced rectangular beam (60 pts.)
A rectangular beam has a width of 300 mm and an effective depth to the centroid of the tension
reinforcement of 500 mm. The tension reinforcement consist of 6-25 mm ø bars placed in two
rows. Compression reinforcement consisting of 2-25 mm ø bars placed 62.5 mm from the
compression face of the beam. f’c = 27.58 MPa, fy = 413.7 MPa.
a) Determine the depth of the compression block
b) Determine the maximum steel ratio
c) Determine the design moment capacity of the beam
Handouts/
Reading Materials
NOTE:
Hard copy of handouts/reading
materials will be made available to the students
for reproduction.
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