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CC601 Structural Analysis 2
POLYTECHNICS
MINISTRY OF HIGHER EDUCATION MALAYSIA
DEPARTMENT OF CIVIL ENGINEERING
COURSE
:
CC601 STRUCTURAL ANALYSIS 2
INSTRUCTIONAL DURATION
:
15 WEEKS
CREDIT(S)
:
2
PREREQUISITE(S)
:
NONE
SYNOPSIS
STRUCTURAL ANALYSIS 2 equips students with knowledge of facts and basic
principles in analysing the forces in truss members and drawing the influence line for
beam and truss. The calculations of forces cover both the statically determinate and
indeterminate trusses.
The course also covers the method of unit load in
determining the joint displacement of trusses due to external loading, temperature
changes, fabrication errors and camber.
LEARNING OUTCOMES
Upon completion of this course, students should be able to:
1.
apply knowledge on the internal forces in determinate and indeterminate
trusses correctly. (C3)
2.
explain precisely the displacement of a truss joint due to external forces,
temperature changes, fabrication errors and camber.
3.
(C4)
relate knowledge to illustrate clearly the influence lines for statically
determinate beams and trusses. (A4)
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CC601 Structural Analysis 2
SUMMARY
(30 LECTURE : 15 TUTORIAL)
RTA
1.0
ANALYSIS OF STATICALLY DETERMINATE 2D PIN-
(06 : 03)
JOINTED TRUSSES
This topic covers the application of method of joints and method of
sections to determine the forces in trusses.
2.0
THE JOINT DISPLACEMENT OF STATICALLY
(06 : 03)
DETERMINATE 2D PIN-JOINTED TRUSSES
This topic covers the application of unit load method for solving
the joint displacement of 2D pin-jointed trusses.
3.0
ANALYSIS OF STATICALLY INDETERMINATE 2D PIN-
(06 : 03)
JOINTED TRUSSES
This topic introduces the application of force method or unit load
method in analysing the indeterminate trusses.
4.0
INFLUENCE LINES FOR BEAMS
(06 : 03)
This topic introduces students to the application of influence
lines in determining the maximum shear force and bending
moment at a section of a beam subjected to a series of moving
loads. The topic also covers the calculation of the absolute
maximum moment due to moving loads.
5.0
INFLUENCE LINES FOR STATICALLY DETERMINATE
TRUSSES
This topic introduces students to the application of influence lines
in determining the maximum force in trusses subjected to moving
loads.
RTA
: Recommended Time Allocation
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CC601 Structural Analysis 2
SYLLABUS
1.0
ANALYSIS OF STATICALLY DETERMINATE 2D PIN-JOINTED TRUSSES.
1.1
2.0
THE JOINT DISPLACEMENT OF STATICALLY DETERMINATE 2D PINJOINTED TRUSSES
2.1
3.0
Understand the application of virtual work method or unit load method
in determine the displacement of a truss joint
2.1.1 Explain the principle of virtual work.
2.1.2 State the joint displacement formula for a truss derived from
the method of virtual work or unit load method.
2.1.3 Determine the vertical, horizontal and resultant displacement
of the truss joint due to external loads.
2.1.4 Explain the effect of temperature, fabrication errors and
camber.
2.1.5 State the displacement formula of a truss joint due to
temperature changes, fabrication errors and camber.
2.1.6 Determine the displacement due to temperature changes,
fabrication errors and camber.
ANALYSIS OF STATICALLY INDETERMINATE 2D PIN-JOINTED
TRUSSES
3.1
4.0
Understand the application of method of joints and method of sections
in determining the forces in trusses
1.1.1 Explain types of trusses.
1.1.2 Differentiate between determinate and indeterminate trusses.
1.1.3 Explain tension members and compression members.
1.1.4 State the symbol for tension and compression members.
1.1.5 Explain the method of joints.
1.1.6 Explain zero-force members.
1.1.7 Determine the truss members forces using the method of
joints.
1.1.8 Explain the method of sections.
1.1.9 Determine the truss members forces using the method of
sections.
Understand the basic concept of force method or unit load method for
solving the indeterminate trusses
3.1.1 Explain indeterminate trusses.
3.1.2 Differentiate between internal statically indeterminate and
external indeterminate trusses.
3.1.3 Explain the principle of force method or unit load method.
3.1.4 Determine the internal forces in truss members using the force
method or unit load method.
INFLUENCE LINES FOR BEAMS
4.1
Understand the basic concept and the importance of influence lines
4.1.1 Draw the influence line diagram for reaction, shear force and
bending moment for:
a. Simply supported beam
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CC601 Structural Analysis 2
b. Simply supported beam with one end hanging
c. Simply supported beam with two ends hanging.
4.1.2
Calculate the shear force and bending moment using the
influence lines diagram for a beam subjected to a set of
moving loads:
a. point loads
b. uniformly distributed loads
c. combination of point loads and distributed loads.
4.1.3
Determine the maximum shear force and bending moment at a
certain section of a beam due to loads in 4.1.2.
Define the absolute maximum moment.
Determine the absolute maximum moment in a simply
supported beam subjected to a series of moving point loads.
4.1.4
4.1.5
5.0
INFLUENCE LINES FOR STATICALLY DETERMINATE TRUSSES
5.1
Understand the method to construct the influence line for internal
forces in a truss member
5.1.1 Draw the influence line for a truss member force.
5.1.2 Compute the maximum force in a truss member due to
moving loads using the influence line diagram.
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CC601 Structural Analysis 2
ASSESSMENT
The course assessment is carried out in two sections
i.
Coursework (CA)
Coursework is continuous assessment that measures knowledge,
technical skills and soft skills.
ii.
Final Examination (FE)
Final examination is carried out at the end of the semester.
The percentage ratio of FE to CA shall follow the guideline stated in the
ArahanArahan Peperiksaan dan Kaedah Penilaian which is approved by the
Lembaga Peperiksaan dan Penganugerahan Sijil/Diploma Politeknik
ASSESSMENT SPECIFICATION TABLE (AST)
CLO3
CLO2
CLO1
CONTEXT
ASSESSMENT METHODS FOR COURSEWORK
(CA)
Other
Test
Quiz
Assessmt
Task
* (2)
30%
Analysis of statically
determinate 2D pin-jointed
trusses
√
*(3)
50%
√
The joint displacement of
statically determinate 2D pinjointed trusses
Analysis of statically
indeterminate 2D pin- jointed
trusses
* (2)
20%
√
√
Influence lines for beams
√
Influence lines for statically
determinate trusses
√
√
√
√
√
√
√
√
Remark :
CLO1
: apply knowledge on the internal forces in determinate and indeterminate
trusses correctly.
CLO2
: explain precisely the displacement of a truss joint due to external forces,
temperature changes, fabrication errors and camber.
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CLO3
CC601 Structural Analysis 2
: relate knowledge to illustrate clearly the influence lines for statically
determinate beams and trusses.
(*) refers to the quantity of assessment.
-
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CC601 Structural Analysis 2
REFERENCES
Hibbeler, R.C. (1999). Structural Analysis. 4th. Edition. New Jersey: Prentice-Hall.
Bedford, A. & W. Fowler. (1995). Statics Engineering. London: Addison-Wesley.
Ghali, A. & A.M. Neville. (1982). Structural Analysis. London: Chapman & Hall.
Logie, K.F. (1991). Structure-Basic Theory including Sample Problems (Malay
translation). Kuala Lumpur: Dewan Bahasa dan Pustaka.
Marshal, W.T. & H.M. Nelson. (1990). Structures. 3rd. Edition. London: Longman
Logie ; Terjemahan Prof. Madya Ismail Hassan : Struktur. Teori Asas dengan
Contoh Penyelesaian.
Russell C. Hibbeler
(2007) Structural Analysis
(7th Edition)
[Hardcover],
Amazon.com
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CC601 Structural Analysis 2
MATRIX OF COURSE LEARING OUTCOMES (CLO) VS PROGRAMME LEARNING OUTCOMES (PLO)
Course Learning Outcomes (CLO)
PLO1
LD1
1. apply knowledge on the internal
forces in determinate and
indeterminate trusses correctly.
√
2. explain precisely the
displacement of a truss joint due
to external forces, temperature
changes, fabrication errors and
camber.
Remarks:
LD1 knowledge
LD2 Practical Skills
LD3 Communication Skills
LD4 Critical Thinking and Problem Solving Skills
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PLO3
LD3
Compliance to PLO
PLO4 PLO5 PLO6
LD4
LD5
LD6
C3
√
C4
1. relate knowledge to illustratet
clearly the influence lines for
statically determinate beams and
trusses.
Total
PLO2
LD2
√
A4
2
PLO7
LD7
PLO8
LD8
PLO9
LD9
Recommended
Delivery
Methods
Assessment
Interactive
Lecture,
Tutorial
Q&A
Test, Quiz,
Other
Assessment
Interactive
Lecture,
Tutorial
Q&A
Test,
Other
Assessment
Interactive
Lecture,
Tutorial
Q&A
Test, Quiz,
Other
Assessment
2
LD5 Social Skills and Responsibilities
LD6 Continuous Learning and Information Management Skills
LD7 Management and Entrepreneurial Skills
LD8 Professionalism, Ethics and Moral
LD9 Leadership and Teamwork Skills
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CC601 Structural Analysis 2
DISTRIBUTION OF STUDENT LEARNING TIME
ACCORDING TO COURSE LEARNING - TEACHING ACTIVITY
No.
Learning and Teaching Activity
SLT
FACE TO FACE
1.0
Delivery Method
1.1
Lecture
[2 hour(s) x 15 week(s) ]
1.2
Practical
[0
hour(s) x
15 week(s) ]
1.3
Tutorial
[1
hour(s) x
15 week(s) ]
2.0
2.1
Coursework Assesment (CA)
Lecture-hour-assessment
- Test
[ 2]
- Quiz
[2 ]
- Discussion
[0]
2.2
2.3
Practical-hour-assessment
-Laboratory Excercise
[0]
Tutorial-hour-assessment
-Tutorial Excercise
[0]
30
15
1.0
0.5
NON FACE TO FACE
3.0
Coursework Assessment (CA)
- Other Assessment Task
[3]
[ 2 hour(s) x 3 ]
6
4.0
Preparation and Review
4.1
[1 hour(s) x 15 week(s) ]
Lecture
- Preparation before theory class e.g; download lesson notes.
- Review after theory class eg. additional references, discussion group,
discussion
4.2
4.3
4.4
15
[√ ]
[√
Practical
[0 hour(s) x 15 week(s) ]
- Preparation before practical class/field work/survey e.g:review notes,
checklist/labsheets.
[
- Post practical activity e.g: lab report, additional references and discussion
session
[
- Preparation before studio work presentation/critique.
[
Tutorial
- Preparation for tutorial
Assessment
- Preparation for test.
- Preparation for quiz
[1 hour(s) x
]
]
]
]
15 week(s) ]
15
[ √]
[ 2]
[ 2]
[ 2 hour(s) x
[ 1 hour(s) x
2
2
]
]
4
Credit = SLT/40
86.5
2.16
Remark:
1. Suggested time for
Quiz: 10 - 15 minutes
Test (Theory ) : 20 - 30 minutes
Test ( Practical ) :45 - 60 minutes
2. 40 National hours is equivalent to 1 credit.
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