CIVE 3206
Design of Reinforced Concrete Components
Introduction to CAN/CSA - A23.3; design and behaviour concepts; flexural analysis at service loads; shear, bond, Whitney stress block, under, over reinforced behaviour, ultimate strength. Flexural design of singly reinforced, doubly reinforced T-beams, one-way slabs. Shear design for beams. One-way, two-way slab systems, columns.
2025
Topics
- constituents of reinforced concrete, Portland Cement, hydration
- Material Properties -steel, concrete tensile and compressive response
- time-dependant properties: shrinkage, thermal and creep effects
- Behaviour of Axially- -axial load-axial deformation response
- Loaded Elements -short-term and long-term properties
- Members in Flexure -moment-curvature response, uncracked and cracked response
- rectangular stress blocks, linear-elastic simplifications
- Flexural Design of -limit-states design
- Beams -nominal flexural capacity, factored flexural resistance
- tension, compression and balanced failures
- doubly-reinforced sections, T-sections, one-way slabs
- cracking, durability considerations
- Deflections -effective moment of inertia
- Shear Design of -shear stresses in uncracked and cracked beams
- Beams -variable-angle truss model
- CSA A23.3 methods of shear design
- Bond and -development length, bond stresses, radial stresses, splitting
- Development of -hooked anchorages
- Reinforcement -development of reinforcement and design of bar cutoffs
- Short Columns -types of columns
Prerequisites & course information
Prerequisite(s): CIVE 2200 and CIVE 2700 . Recommended prerequisite: CIVE 3204 . Lectures three hours a week, problem analysis three hours alternate weeks.
Sources
- Course catalogue ↗2026–2027
- CIVE 3206 A&B ↗2025