COURSE OUTLINES
SESSION : DIS 2015
DEPARTMENT : DEPARTMENT OF CIVIL ENGINEERING
PROGRAMME : DIPLOMA IN CIVIL ENGINEERING
LECTURER : JUSMINE HANIS BINTI ABDULLAH
NURUL NADIAH BINTI OTHMAN
CLASS : DKA 4A / DKA 4B /DKA 4C
COURSE
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THEORY OF STRUCTURES
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COURSE CODE
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DCC5163
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CREDIT
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3
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SYNOPSIS
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THEORY OF STRUCTURE covers basic knowledge of facts and principles in calculate the reactions, bending moments and shear forces for statically indeterminate beams and portal frame using the slope deflection method and moment distribution method. It also includes basic principles in calculation the forces in truss members using the equilibrium joint method and section method for the statically determinate and using unit load method for the statically indeterminate trusses.
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COURSE LEARNING OUTCOMES (CLO)
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Upon completion of this course, the student should be able to:
1. Apply appropriate method and formulae in calculation of statically indeterminate beams and portal frame.( C3, PLO1)
2. Solve existing internal forces in statically determinate and statically indeterminate trusses. (C3, PLO2)
3. Analyses the displacement for statically determinate trusses and influence lines for statically determinate beams. (C4, PLO4)
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TOPICS
DELIVERY METHODS & STUDENT
ACTIVITIES MUST
ACHIEVE THE CLO
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COMPLIANCE TO COURSE LEARNING OUTCOMES
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CLO
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RTA (L: T)
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1. SLOPE DEFLECTION METHOD FOR STATICALLY INDETERMINATE BEAMS
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CLO 1
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05:01
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2. SLOPE DEFLECTION METHOD FOR STATICALLY INDETERMINATE PORTAL FRAMES
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CLO 1
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06:02
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3. MOMENT DISTRIBUTION METHOD FOR STATICALLY INDETERMINATE BEAMS
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CLO 1
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05:02
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4. MOMENT DISTRIBUTION METHOD FOR STATICALLY INDETERMINATE PORTAL FRAMES
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CLO 1
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06:02
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5. ANALYSIS OF STATICALLY DETERMINATE 2D PIN-JOINTED TRUSSES
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CLO2
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06:02
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6. ANALYSIS OF STATICALLY INDETERMINATE 2D PIN-JOINTED TRUSSES
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CLO2
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06:02
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7. THE JOINT DISPLACEMENT OF STATICALLY DETERMINATE 2D PIN-JOINTED TRUSSES
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CLO3
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06:02
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8. INFLUENCE LINES FOR STATICALLY DETERMINATE BEAMS
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CLO3
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05:02
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SUMMARY OF THE TOPICS
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Topic 1: SLOPE DEFLECTION METHOD FOR STATICALLY INDETERMINATE BEAMS
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This topic introduces the students to the application of slope deflection method for calculating the statically indeterminate beams
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QUIZ 1
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Topics 2: SLOPE DEFLECTION METHOD FOR STATICALLY INDETERMINATE PORTAL FRAMES
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This topic introduces the students to the application of slope deflection method for calculating the statically indeterminate portal frames.
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QUIZ 1
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Topic 3: MOMENT DISTRIBUTION METHOD FOR STATICALLY INDETERMINATE BEAMS
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This topic introduces the students to the application of moment distribution method for calculating the statically indeterminate beams.
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TEST 1
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Topics 4: MOMENT DISTRIBUTION METHOD FOR STATICALLY INDETERMINATE PORTAL FRAMES
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This topic introduces the students to the application of moment distribution method for calculating the statically indeterminate portal frames.
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TEST 1
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Topics 5: ANALYSIS OF STATICALLY DETERMINATE 2D PIN-JOINTED TRUSSES
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This topic covers the application of method of joints and method of sections to calculate the truss members forces for statically determinate 2D pin-jointed trusses.
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ASSIGNMENT 1
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Topic 6: ANALYSIS OF STATICALLY INDETERMINATE 2D PIN-JOINTED TRUSSES
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This topic introduces the application of unit load method to calculate the truss member forces for statically indeterminate 2D pin-jointed trusses.
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ASSIGNMENT 2
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Topic 7: THE JOINT DISPLACEMENT OF STATICALLY DETERMINATE 2D PIN-JOINTED TRUSSES
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This topic covers the application of unit load method for solving the joint displacement of statically determinate 2D pin-jointed trusses.
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TEST 2
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Topic 8: INFLUENCE LINES FOR STATICALLY DETERMINATE BEAMS
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This topic introduces students to the application of influence lines in calculating the maximum shear force and bending moment at a section of a beam subjected to a series of moving loads for statically determinate beam. The topic also covers analysing the absolute maximum moment due to moving loads.
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QUIZ 2
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ASSESSMENT
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TEST
ASSIGNMENT
QUIZ
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2
2
2
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20%
20%
10%
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STUDENT LEARNING TIME
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LECTURE
TUTORIAL
COURSEWORK ASSESSMENT (DEPENDENT LEARNING)
COURSEWORK ASSESSMENT (INDEPENDENT LEARNING)
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45hrs
15hrs
2hrs
58hrs
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TOTAL SLT
120hrs
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REFERENCES
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Main:
Kenneth Leet (2009). Fundamentals Of Structural Analysis (4th Edition) :McGraw-Hill.
Hibbeler, R.C. (2011). Structural Analysis. (8th Edition). New Jersey: Prentice-Hall.
Additional:
Bedford, A. & W. Fowler. (1995). Statics Engineering. London: Addison-Wesley.
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. ; Terjemahan Prof. Madya Ismail Hassan : Struktur. Teori Asas dengan Contoh Penyelesaian.
London: Longman Logie.
Ghali, A. & A.M. Neville. (1982). Structural Analysis. London: Chapman & Hall.
Russell C. Hibbeler (2007) Structural Analysis (7th Edition) [Hardcover],
Amazon.com
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