HOLY ANGEL UNIVERSITY College of Engineering & Architecture

Department of Civil Engineering

University Vision, Mission, Goals and Objectives:

Mission Statement (VMG)

We, the academic community of Holy Angel University, declare ourselves to be a Catholic University. We dedicate ourselves to our core purpose, which is to provide accessible quality education that transforms students into persons of conscience, competence, and compassion. We commit ourselves to our vision of the University as a role-model catalyst for countryside development and one of the most influential, best managed Catholic universities in the Asia-Pacific region. We will be guided by our core values of Christ-centeredness, integrity, excellence, community, and societal responsibility. All these we shall do for the greater glory of God. LAUS DEO SEMPER! College Vision, Goals and Objectives: Vision

A center of excellence in engineering and architecture education imbued with Catholic mission and identity serving as a role-model catalyst for countryside development

Mission

To provide accessible quality engineering and architecture education leading to the development of conscientious, competent and compassionate professionals who continually contribute to the advancement of technology, preserve the environment, and improve life for countryside development.

Goals

The College of Engineering and Architecture is known for its curricular programs and services, research undertakings, and community involvement that are geared to produce competitive graduates:

- who are equipped with high impact educational practices for global employability and technopreneurial opportunities; - whose performance in national licensure examinations and certifications is consistently above national passing rates and that

falls within the 75th to 90th percentile ranks; and, - who qualify for international licensure examinations, certifications, and professional recognitions;

Objectives

In its pursuit for academic excellence and to become an authentic instrument for countryside development, the College of Engineering and Architecture aims to achieve the following objectives:

1. To provide students with fundamental knowledge and skills in the technical and social disciplines so that they may develop a sound perspective for competent engineering and architecture practice;

2. To inculcate in the students the values and discipline necessary in developing them into socially responsible and globally competitive professionals;

3. To instill in the students a sense of social commitment through involvement in meaningful community projects and services;

4. To promote the development of a sustainable environment and the improvement of the quality of life by designing technology solutions beneficial to a dynamic world;

5. To adopt a faculty development program that is responsive to the continuing development and engagement of faculty in research, technopreneurship, community service and professional development activities both in the local and international context;

6. To implement a facility development program that promotes a continuing acquisition of state of the art facilities that are at par with leading engineering and architecture schools in the Asia Pacific region; and,

7. To sustain a strong partnership and linkage with institutions, industries, and professional organizations in both national and international levels.

Relationship of the Program Educational Objectives to the Vision-Mission of the University and the College of Engineering & Architecture:

Program Educational Outcomes (PEOs):

Within three to five years after graduation, our

graduates of the Civil Engineering and Architecture

programs are expected to have:

Vision-Mission

Christ-

Centeredness Integrity Excellence Community

Societal

Responsibility

1. Practiced their profession √ √ √ √ √

2. Shown a commitment to life-long learning √ √ √ √ √

3. Manifested faithful stewardship √ √ √ √ √

Relationship of the Civil Engineering Program Outcomes to the Program Educational Objectives:

Civil Engineering Student Outcomes (SOs): At the time of graduation, the Civil Engineering program graduates should be able to:

PEOs

1 2 3

a) Apply knowledge of mathematics, physical sciences, and engineering sciences to the practice of Civil Engineering.

√ √ √

b) Design and conduct experiments, as well as to analyze and interpret data √ √ √

c) Design a system, component, or process to meet desired needs within realistic constraints such as economic, environmental, social, political, ethical, health and safety, manufacturability, and sustainability, in accordance with standards

√ √ √

d) Function on multidisciplinary teams √ √ √

e) Identify, formulate and solve engineering problems √ √ √

f) Understand professional and ethical responsibility √ √ √

g) Demonstrate and master the ability to listen, comprehend, speak, write and convey ideas clearly and effectively, in person and through electronic media to all audiences.

√ √ √

h) Understand the impact of engineering solutions in a global, economic, environmental, and societal context

√ √ √

i) Recognize the need for, and engage in life-long learning and to keep current of the development in the field

√ √ √

j) Obtain knowledge on contemporary issues √ √ √

k) Use the techniques, skills, and modern engineering tools necessary for engineering practice. √ √ √

l) Obtain knowledge and understanding of engineering and management principles as a member and leader in a team, to manage projects and in multidisciplinary environments. √ √ √

m) Acquire at least one specialized field of civil engineering practice. √ √ √

COURSE SYLLABUS

Course Title: STEEL AND TIMBER DESIGN Course Code: STEEL

Course Credit: Lecture – 3 Units Laboratory/Field/Tutorial – 1 Unit

Year Level: 5th year

Pre-requisite: STRUCTURAL THEORY 2 Course Calendar: 2ND semester, AY2016-2017

Course Description: This course is concerned with the design of structural wood members subjected to flexure, compression and tension members, combined stresses and connections. The presentation of the course is aligned with the provisions of the National Structural Code of the Philippines. This course is also concerned with the design of structural steel members subjected to flexure (beams, girders, joists, lintels, girts, etc.), tension and compression members (columns), combined stressed members (beam-columns), riveted, welded, and bolted connections using the Elastic Limit Method, also known as the Allowable Stress Design (ASD), the Plastic Limit Method. The course also deals with an introduction to the Load Resistance Factor Design Method (LRFD) in designing structural steel. Applications and specifications as applied to buildings, bridges, and other steel structures are also given emphasis. A thorough knowledge and proficiency in Structural Theory is imperative.

Course Outcomes (COs): After completing this course, the students should be able to:

Relationship to the Program Outcomes:

a

b

c

d e f g h I j k l m

1) Identify the constituent materials of steel and timber and understand their behavior

E E E E E

2) Apply fundamental principles of Timber and Steel Design D D D D D D D D D D

3) Formulate and apply correct design strategies based on theoretical and situational experiences.to analyze the trusses, beams, frames, cables, arches, and moving loads on highway and railway bridges

D D D D D D D D D D

COURSE ORGANIZATION

Time Frame

Hours Course

Outcomes

Course Topics Teaching Learning Activities

Assessment Tools

Resources

Week 1-2

12 CO1 CO2

Class Orientation/ Syllabus Presentation

1. Introduction to Wood

Advantages of Wood as a Structural Material

Material Properties of Wood

Use and Classification of Structural Wood

2. Beams

Laterally Supported Beams

Flexural Stresses

Shearing Stresses

Deflection

Bearing Stresses

Laterally Unsupported Beams

Allowable Flexural Stresses

Lecture

Class Discussion

Multimedia Instruction

Web-based Instruction

Quiz

Plate

Assignments

A1, A2, combined with other course references

Horizontal Shear in Notched Beams

Bearing at an Angle to Grain

Week 3-4

12 CO1 CO2

3. Columns

Simple Solid Column

Round Column

Tapered Column

Spaced Column

Built-up Column

Composite Column

Class Discussion,

Collaborative Learning,

Multimedia Instruction

Problem Solving,

Web-based Instruction

Quiz

Plate

Assignments

A1, A2, combined with other course references

Week 5-6

12 CO1 CO2

4. Beam Columns

Flexural and Axial Tension

Flexural and Axial Compression 5. Connections

Nailed Joints

Lag Screws

Drift Bolts

Spacing of Connectors

Bolted Connections

Class Discussion,

Collaborative Learning,

Multimedia Instruction,

Problem Solving

Web-based Instruction

Quiz

Plate

Assignments

A1, A2, combined with other course references

PRELIMINARY EXAMINATION

Week 7-8

12 CO1 CO2

6. Introduction to Steel

Structural Properties of Steel

Structural Steel Shapes

Class Discussion,

Collaborative Learning,

Multimedia

Quiz

Plate

Assignments

A1, A2, combined with other course

Definitions 7. Beams

Compact Sections

Laterally Supported Beams

Laterally Unsupported Beams

Instruction,

Problem Solving

Web-based Instruction

references

Week 9-10

12 CO1 CO2 CO3

8. Plate Girders

Allowable Bending Stress

Transverse Intermediate Stiffeners

Bearing Stiffeners

Web Crippling

Combined Bending and Shear

Hybrid Plate Girders

Lecture

Class Discussion,

Multimedia Instruction,

Problem Solving,

Web-based Instruction

Quiz

Plate

Assignments

A1, A2, combined with other course references

Week 11-12

12 CO1 CO2 CO3

9. Tension Members

Allowable Tensile Stress

Gross Area

Net Area

Effective Net Area

Analysis of Tension Members

Block Shear

Design of Tension Members

Threaded Rods and Cables

Sag Rods

Lecture

Class Discussion

Multimedia Instruction,

Problem Solving

Web-based Instruction

Quiz

Plate

Assignments

A1, A2, combined with other course references

MIDTERM EXAMINATION

Week 13-16

24 CO1 CO2 CO3

10. Compression Members

Design of Compression Members

Local Buckling

Slenderness Ratio

Tie Plates and Lacing

Column Base Plates 11. Beam-Columns

Effective Length Factors

Axial Compression and Bending

Axial Tension and Bending 12. Welded Connections

Types of Welding

Types of Joints

Web Yielding and Web Crippling

Beam Bearing Plates

Lecture

Class Discussion,

Multimedia Instruction,

Problem Solving,

Web-based Instruction

Quiz

Plate

Assignments

A1, A2, combined with other course references

Week 17-18

12 CO1 CO2 CO3

13. Bolted Connections

Installation of High-Strength Bolts

Type of Connections

Code Provisions

Bearing-Type Connections with Concentric Loading

Friction-Type Connections with Concentric Loading

Prying Action

Bolts Subjected to Eccentric

Lecture

Class Discussion,

Multimedia Instruction,

Problem Solving,

Web-based Instruction

Quiz

Plate

Assignments

A1, A2, combined with other course references

Shear 14. Load and Resistance Factor

Design Method

Introduction

Tension Members

Compression Members

Beams

FINAL EXAMINATION

Course References:

A. Basic Readings

1. Donald Breyer (2007),DESIGN OF WOOD STRUCTURES; McGraw-Hill, New York 2. Jack Mc Cormac (2007),STRUCTURAL STEEL DESIGN ;,Pearson Education, New Jersey,

B. Extended Readings (Books, Journals)

1. S. Vinnakota (2006),STEEL STRUCTURES; McGraw-Hill, Boston 2. ASEP Publications (2006), NAT’L STRUCTURAL CODE OF THE PHIL.; Association of Structural Engineers of the Philippines;, Quezon City; 3. S. Duggal (2006), DESIGN OF STEEL STRUCTURES;; McGraw-Hill, New Delhi; 5. Floyd Vogt (2008), RESIDENTIAL CONSTRUCTION ACADEMY : CARPENTRY;Thomson,Australia, 6. M. Miller (2006), CARPENTRY AND CONSTRUCTION;; McGraw-Hill, New York; 7. E. Goldstein (2006),TIMBER CONSTRUCTION FOR ARCHITECTS AND BUILDERS; McGraw-Hill, New York 8. ; J. Miller; Ryland Peters and Small (2006), WOODEN HOUSES: FROM LOG CABINS TO BEACH HOUSES, London

C. Web References

1) Structural Analysis.ceae.colorado.edu/wordpress/…/ Review-Fe-Exam-Structures-Saouma.pdf. 2) CE 474 Structural Analysis II Homepage.https://engineering.purdue.edu/~ce474/ 3) NPTEL Phase II::Civil Engineering-Structural Analysis I .nptel.ac.in/downloads/105101085/

Course Requirements and Policies

1. 3 Major Exams(PRELIMS, MIDTERMS, FINALS) 2. 6 Quizzes 3. Structural Design Plates 4. Maximum Allowable Absences: 10 (held 3 times a week); 7 (held 2 times a week) Aside from academic deficiency, other grounds for failing grade are: 1. Grave misconduct and/or cheating during examinations. 2. A failing academic standing and failure to take graded exams. 3. Unexcused absences of more than the maximum allowable absences per term.

Grading System:

Class Standing (60%)

a. Quizzes (60%) b. Plates (40%)

3 Major Exams (40%) TOTAL (100%)

CAMPUS++ COLLEGE ONLINE GRADING SYSTEM

Legend: (All Items in Percent) CSA Class Standing Average for All Performance Items (Cumulative) P Prelim Examination Score M Midterm Examination Score F Final Examination Score MEA Major Exam Average PCA Prelim Computed Average MCA Midterm Computed Average FCA Final Computed Average Computation of Prelim Computed Average (PCA)

CSA =

MEA = P PCA = (60%)(CSA) + (40%)(MEA) Computation of Midterm Computed Average (MCA)

CSA =

MEA =

MCA = (60%)(CSA) + (40%)(MEA) Computation of Final Computed Average (FCA)

CSA =

MEA =

FCA = (60%)(CSA) + (40%)(MEA) Passing Percent Average: 60 Transmutation Table Range of Computed Averages Range of Transmuted Values Grade General Classification 95.2000 – 100.0000 97 – 100 1.00 Outstanding 90.4000 – 95.1999 94 – 96 1.25 Excellent 85.6000 – 90.3999 91 – 93 1.50 Superior 80.8000 – 85.5999 88 – 90 1.75 Very Good 76.0000 – 80.7999 85 – 87 2.00 Good 71.2000 – 75.9999 82 – 84 2.25 Satisfactory 66.4000 – 71.1999 79 – 81 2.50 Fairly Satisfactory 61.6000 – 66.3999 76 – 78 2.75 Fair 60.0000 – 61.5999 75 3.00 Passed Below Passing Average 5.00 Failed 6.00 Failure due to

absences 8.00 Unauthorized or

unreported withdrawal Note: A student's Computed Average is a consolidation of Class Standing Percent Average and Major Exam Percent Average.

Date Revised: Date Effectivity: Prepared By: Checked By: Approved By:

April 30, 2016 June, 2016 Engr. Michael John O. Septimo

CE Faculty

Engr. Carolina E. Dungca Chairperson, CE Department

Dr. Doris Bacamante Dean, College of Engineering and

Architecture