Module Details
Module Code: |
DSGN C4501 |
Module Title:
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Structural Design and Analysis II
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Title:
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Structural Design and Analysis II
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Module Level:: |
8 |
Module Coordinator: |
Eoin Homan
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Module Author:: |
Ian Maher
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Module Description: |
The aims of this module are: 1.) to develop the skills required to analyse the force distributions and deflections in 2 dimensional frames; 2.) to develop an understanding of the plastic theory of structures in relation to beams, 2d frames and reinforced concrete slabs; 3) to develop an understanding relevant to civil engineering structures of the structural dynamics of beams; 4) to develop the skills to use computer programs for the analysis of beams and 2d structures. 5) to extend the learner’s knowledge of foundation design, portal frame type building including wind loading analysis and the design of composite floor beams. 6) to have an understanding of the the long and short term implications of material section and construction type and method
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Learning Outcomes |
On successful completion of this module the learner will be able to: |
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Learning Outcome Description |
LO1 |
Analyse the shear force, bending moment and deflections of beams and 2d frames relevant to civil engineering using hand methods of calculations |
LO2 |
Analyse the shear force, bending moment and deflections of beams and 2d frames relevant to civil engineering using commercially available software programs for frame analysis |
LO3 |
Qualitatively analyse continuous beam and 2d structures for deflection, shear and bending moment. |
LO4 |
describe, design and calculate the embodied carbon of structural foundation in reinforced concrete for broadly defined engineering problems to the relevant
National and European design standards. |
LO5 |
describe, design and calculate the embodied carbon of a steel portal frame type buildings including wind loading to the relevant National and European design standards. |
LO6 |
describe, design and calculate the embodied carbon of a steel and concrete composite floor beams for broadly defined engineering problems to the relevant National and European design standards. |
LO7 |
To understand the implications of long and short term sustainability (construction and long term carbon footprint ) when selecting a particular material and construction type and method, and the long term implications of construction maintenance. |
Dependencies |
Module Recommendations
This is prior learning (or a practical skill) that is recommended before enrolment in this module.
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No recommendations listed |
Co-requisite Modules
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No Co-requisite modules listed |
Additional Requisite Information
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No Co Requisites listed
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Indicative Content |
Influence Coefficient Theorems
(a) Maxwells and Betti’s theorems - Reciprocality of influence coefficients in elastic structures - proof
(b) Muller-Breslau’s principle - Proof of Theorem, Application to simple beam to produce influence lines, Application to continuous beams to produce influence lines
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Analysis of continuous beams and 2d frames
(a) Differential settlement and thermal gradient effects
(b) Beams, 2d sway and non sway frames analysed using
i. Moment distribution
ii. Virtual work
iii. Stiffness method (slope deflection)
(c) Qualitative analysis for deflection, shear force and bending moment.
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Computer analysis for beams and 2d structures
(a) Analysis of deflections and forces for single span and continuous beams
(b) Influence lines for continuous beams
(c) Analysis of forces and deflections for 2d frames
(d) Modelling of non prismatic members and curved members (e.g. arches)
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Load Sharing Between Structural members
(a) Load sharing based on structure stiffness
(b) Shear wall systems and load distribution
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Arch Structures
(a) Analysis of statically indeterminate 3 pin arches.
(b) Analysis of 2 pin statically indeterminate arches using strain energy (Castigliano) and virtual work approaches. Use of numerical methods of integration to resolve formulae thus derived.
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Impact Loading
n/a
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Theories of Failure
(a) Brief introduction to theories of failure
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Structural Dynamics
(a) Free undamped vibration
(b) Free damped vibration
(c) Forced damped vibration
(d) Damping methods in real structures
(e) Vibration of simple structures – cantilever beam, simply supported beam, Rayleigh’s Method for beams in flexure.
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Plastic Theory for Structures
(a) Elastic-plastic stress-strain relation
(b) Plastic bending without an axial force
(c) Effect of axial load on plastic moment
(d) Collapse loads and collapse mechanisms: i. Mechanism condition; ii. equilibrium condition; iii. yield condition; iv. Fundamental theorems of plastic collapse - Uniqueness theorem, Upper bound theorem, Lower bound theorem; v. Work method and statical method; vi. Incremental collapse and shakedown
(e) Plastic methods applied to continuous beams (f) Plastic methods applied to single bay portal frames (g) Plastic methods applied to multibay portal frames (h) Yield Line Analysis for Reinforced concrete slabs: i. Slab simply supported 4 sides; ii. Slab simply supported 3 sides, free on side 4; iii. Slab simply supported 2 sides, encastre 2 sides; iv. Slab encastre 4 sides; v. Slab encastre 3 sides, free on side 4
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Stiffness Methods
(a) Matrix Stiffness Method
(b) General stiffness method
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Design of Reinforced Concrete Foundations
(a) Isolated column bases (b) Combined bases (c) Punching shear (d) Pile cap design (e) Calculate the embodied carbon
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Steel Portal Frame Type Buildings
(a) Dead, imposed and wind loads on portal frames (b) Analysis of portal frames (c) Restraints and member stability (d) Serviceability checks (e) Connections (f) Calculate the embodied carbon
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Design of composite floor beams
(a) Analysis of a composite section (b) Shear connectors (c) Design of a composite floor beam (d) Calculate the embodied carbon
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Module Content & Assessment
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Assessment Breakdown | % |
Continuous Assessment | 20.00% |
Project | 20.00% |
End of Module Formal Examination | 60.00% |
AssessmentsFull Time
End of Module Formal Examination |
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Reassessment Requirement |
Repeat examination
Reassessment of this module will consist of a repeat examination. It is possible that there will also be a requirement to be reassessed in a coursework element.
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SETU Carlow Campus reserves the right to alter the nature and timings of assessment
Module Workload
Workload: Full Time |
Workload Type |
Workload Category |
Contact Type |
Workload Description |
Frequency |
Average Weekly Learner Workload |
Hours |
Lecture |
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Contact |
Lecture |
12 Weeks per Stage |
6.00 |
72 |
Estimated Learner Hours |
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Non Contact |
Estimate Learner Hours |
12 Weeks per Stage |
6.00 |
72 |
Total Weekly Contact Hours |
6.00 |
Module Resources
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Recommended Book Resources |
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W. M. C. McKenzie. Examples in structural analysis, London ; Taylor & Francis, 2006., [ISBN: 9780415370547].
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Megson, T H G. (2014), Structural and Stress Analysis, 3. Butterworth-Heinemann, [ISBN: 9780080999364].
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Malcolm Millais. (2005), Building structures, Spon, London, [ISBN: 9780415336239].
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BSi. Extracts from Structural Eurocodes for Students, [ISBN: 0-580-69454-7].
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William M. C. McKenzie,Binsheng Zhang. (2007), Design of Structural Timber to Eurocode 5, Palgrave MacMillan, p.508, [ISBN: 0-2300-0777-5].
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NSAI. Eurocode 1, Basis of Design and Actions on Structures, Part 1 and Part 4.
| Supplementary Book Resources |
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Morrison, H. (2014), Structural Engineering Art and Approximation,, 1st. [ISBN: 9781782223160].
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James M. Gere, Barry J. Goodno.. (2012), Mechanics of materials, 2nd. ; Cengage Learning, [ISBN: 9781111577742].
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B. G. Neal. The plastic methods of structural analysis, London Chapman and Hall [etc.] 1977, [ISBN: 0412214504].
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William A. Nash. (1999), Schaum's outline of theory and problems of strength of materials, McGraw-Hill, New York, [ISBN: 0070466173].
| Recommended Article/Paper Resources |
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Gibbons O.P. and Orr J.J.. (2019), How to Calculate Embodied Carbon, IStructE Ltd.
| Other Resources |
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Institution of Civil Engineers. (2019), Imbodied Carbon - The ICE Database.
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