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This document provides a syllabus for the course CE 315: Design of Concrete Structures I. It outlines topics that will be covered including fundamental behavior of reinforced concrete, analysis and design of beams, shear and diagonal tension, and serviceability requirements. It lists recommended textbooks and references other concrete and reinforced concrete resources. It also discusses key concepts in structural design including loads, safety factors, design codes, and fundamental assumptions in reinforced concrete behavior and design of members under axial loads.
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- 1. CE 315: Designof Concrete Structures I Dr. Tahsin Reza Hossain Professor, Room No-649 Email: tahsin@ce.buet.ac.bd
- 2. Syllabus • Fundamental behaviourof reinforced concrete • Introduction to WSD and USD methods • Analysis and design of singly reinforced, doubly reinforced and T-beams according to WSD and USD methods • Shear and Diagonal tension • Bond and anchorage according to WSD and USD methods • One-way slab
- 3. Books • Design ofConcrete Structures – Nilson, Darwin, Dolan 14th Ed • Structural Concrete- Theory and Design – Hassoun, Al-Manaseer 4th Ed • Reinforced Concrete- Mechanics & Design – Wight & McGregor 5th Ed Many more……..
- 4. Concrete, Reinforced Concrete(RC), Prestressed Concrete (PC) • What is concrete? Constituents? – Stone like material, cement, coarse and fine aggregate, water, admixture • A bit of history • Advantages, disadvantages – Easy to make, relatively low-cost, formabilty, weather and fire resistant, good comp strength – Weak in tension • Reinforced concrete-mild steel • Where to place the reinforcement-examples • Prestressed concrete
- 5. Roman Pantheon, unreinforcedconcrete dome, diameter 43.3m, 25BC, 125AD
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- 13. Loads •Dead load attached •Live load not attached •Environmental load •Wind •Earthquake •Snow, soil pressure, temperature •Building codes- ACI, BNBC, IS, Eurocode
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- 17. Earthquake Loads
- 18. Serviceability, Strength andStructural Safety • To serve its purpose, a structure must be safe against collapse and serviceable in use • Strength of the structure be adequate for all loads • Serviceability – deflection small, hairline cracks, minimum vibration
- 19. Strength and safety • If loads and moments, shears, axial force can be predicted accurately, safety can be ensured by providing a carrying capacity just barely in excess of the known demand. • Capacity= Demand
- 20. Uncertainity • There area number of sources of uncertainty in Analysis, Design and Construction • Read 7 points • Consideration given to consequence of failure • Nature of failure is also important
- 21. Variability of Loads, Strength,safety Load can be considered as random variable Form of distribution curve (probability density function) can be determined from large scale load survey Probability of occurrence Area under curve is probability of occurrence Qd design load Sd Design strength M is also a random variable Beta between 3 and 4 corresponds to a probability of failure of 1:100,000
- 22. Partial safety factor • Strength reduction factor X Nominal Strength > Load Factor X Design Load Why partial factors are different
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- 25. Design Basis • StrengthDesign • Service load design • Load factored- • Load unfactored hypothetical overload – Service load stage • Material stress level • Material stress level – Nonlinear inelastic – At allowable stresses – Concrete fc’ – Half of fc’ – Steel reaches fy – Half of fy – Both or one • WSD • USD – Working Stress Design – Ultimate Strength Design
- 26. Design Codes andSpecifications • International Building Code- consensus code • American Concrete Institute ACI Code- Building Code requirement for Structural Concrete -318- 2008 • AASHTO- American Association of State Highway and Transportation Officials- for bridges • American Railway Engineering and Maintenance of Way Association –AREMA-Manual of Railway Engineering
- 27. Bangladesh National BuildingCode • BNBC • First in 1993 • Up-gradation is in progress
- 28. Safety provision ofACI/BNBC Code
- 29. Load factors Probability ofoverload 1/1000
- 30. Strength reduction factor Probabilityof understrength 1/100
- 31. • Probability ofStructural failure 1/100,000
- 32. Fundamental Assumption forRC Behavior 1. Equilibrium 2. Strain in steel=Strain in surrounding concrete 3. Plane cross section remain plane 4. Concrete does not resist any tension 5. The theory is based on the actual stress- strain relationship of concrete and steel or some simplified equivalent. Read last para
- 33. Behaviour of memberssubject to Axial Loads • Fundamental behaviour illustrated • Axial Compression – Economical to make concrete carry most loads – Steel reinforcement is always provided • Bending may exist • Cross section reduced
- 34. RC Column Square, tied column Tie • Hold longitudinal bar during construction • Prevent bucking under load Circular spirally reinforced column Spiral • same • confinement to concrete
- 35. fc’=4,000 psi fy= 60,000psi •Slow loading •Fast loading •0.85fc’
- 36. Elastic behaviour • Upto fc’/2, concrete behave elastic • Also stress and strain proportional • Range extends to a strain of 0.0005 • Steel is elastic nearly to yield 60 ksi, strain 0.002
- 38. Valid up to50 to 60 percent of fc’
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- 44. Axial Tension • Iftension is small, both steel and concrete are elastic • Larger load than that cracks concrete • At steel yields