
RC — Introduction & Material Properties
Concrete f'c, rebar fy, stress–strain behavior, and ACI 318 strength-design framework.
- Interpret f'c and fy
- Read ACI 318 organization
- Compute Ec and fr

Design safe, durable, serviceable, and economical reinforced concrete structures using ACI 318-19.
Master RC behavior and load paths, flexural and shear design, columns, slabs, foundations, development length, serviceability, detailing, and seismic considerations. Aligned with ACI 318-19 and ASCE 7-22, with a built-in FE Civil exam preparation track.





Concrete f'c, rebar fy, stress–strain behavior, and ACI 318 strength-design framework.

Singly reinforced, doubly reinforced, and T-beams per ACI 318 Chapter 9 with the Whitney stress block.

Concrete Vc, vertical stirrups Vs, spacing limits, and minimum shear reinforcement per ACI Chapter 22.

Immediate and long-term deflections of RC beams and slabs, effective moment of inertia Ie, and ACI 318-19 limits (McCormac Ch. 6).

Tension and compression development length, hooked bars, and lap splices per ACI Chapter 25.

Short columns under axial load and uniaxial bending; tied vs spiral detailing per ACI Chapters 10 and 22.

Flexural design, temperature/shrinkage steel, and minimum thickness per ACI Chapters 7 and 24.