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πŸͺ¨ Reinforced Concrete Design - Complete Guide

ACI/EC2-based design procedures, flexural and shear calculations, detailing guidelines, and interactive beam/column/slab design tools.

15
Knowledge Pages
1
Interactive Tools
5
Case Studies
6
Resources
36
Lessons
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Engineering Workflow

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Reinforced Concrete Design - Complete Guide

Reinforced concrete is concrete with steel bars inside it, so it can carry heavy loads without cracking or breaking.

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Quick Start

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Knowledge Base

15 pages
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Key Concepts

Reinforced
Concrete DesignACI 318-19 Flexural
Design (Rectangular)
Shear Design: Vc, Vs,
Ο†Vn (ACI)
EC2 ULS Bending
Resistance
Min/Max Reinforcement
Ratios (ACI & EC2)
Effective Flange Width
(T-Beams)
Development Length &
Bar Cutoff (ACI 25.4)
Two-Way Slab DDMColumn P-Mx-My

Visual overview of key concepts and their relationships

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Real Projects

5 cases
High-Rise Residential Tower β€” San Francisco Urban Site (Tight Footprint) Core SMRF SMRF ΞΈβ‚š = 0.022 rad (ACI 21.4.4.2) Ξ£Mβ‚™c / Ξ£Mβ‚™b = 1.38 β‰₯ 1.2 SDC D Requirement Core SMRF Hinge Zone Challenge

High-Rise Residential Tower in San Francisco

32-story reinforced concrete tower with podium parking and seismic base isolation

Challenge: Meeting stringent SDC D requirements while minimizing column sizes in tight urba...
Post-Tensioned Office Building β€” DubaiBanded PT Tendons (Spacing: 1.2 m)Hybrid Reinforcement: Mild Steel + PTΞ”fβ‚š = 18.4% Effective Prestress LossChallenge: Slab Thickness ↓ β†’ Foundation Load ↓, but Deflection & Cracking ↑Slab Thickness: 280 mmΞ΄_long / Ξ΄_immediate = 2.1 | EC2 Annex B Camber Prediction

Post-Tensioned Office Building in Dubai

8-story flat-plate office structure on weak sand with high groundwater table

Challenge: Minimizing slab thickness to reduce foundation loads while controlling deflectio...
CFRPNSMΞ΅_f ≀ 0.004Ο„_b = 1.8 MPaPrecast Bridge Girder RetrofitOhio β€’ ACI 440.2R / fib Bulletin 14Traffic lane (uninterrupted)No dead load increase β€’ No traffic disruption

Precast Bridge Girder Retrofit in Ohio

Strengthening 42-year-old AASHTO Type IV girders carrying I-71 traffic

Challenge: Adding capacity without increasing dead load or disrupting traffic
Historic FaΓ§ade RC Jacket RC Jacket Core fβ‚— = 4.3 MPa Link ΞΈα΅€ = 0.024 rad Lateral Load ASCE 41-17 NBS β‰₯ 65% RC Jacket Confined Core Energy Link FaΓ§ade

Hospital Seismic Upgrade in Christchurch

Life-safety upgrade of 1970s RC frame hospital following Canterbury earthquakes

Challenge: Preserving historic faΓ§ade while achieving NZS 1170.5 performance targets (NBS β‰₯...
Offshore Wind Turbine Transition PieceThick-walled RC HPC (12% slag)Δσₛ = 124 MPat_corr = 42 yrsFatigue-drivenCorrosion riskDual-layer cathodic protection β€’ EN 1992-1-1 Annex C

Offshore Wind Turbine Transition Piece

Monopile-supported 15 MW turbine in North Sea with 30-year design life

Challenge: Fatigue-driven design of thick-walled RC transition piece exposed to cyclic wave...
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Downloads

6 resources
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Learning Path

36 lessons

Master Reinforced Concrete Design through a structured learning path β€” from fundamentals to advanced applications.

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30 Why Reinforce Concrete? Stress-Strain Fundamentals 31 Concrete Constituents & Code-Specified Strength Classes 32 Steel Grades, Ductility, and Stress-Strain Models 33 Assumptions of Strain Compatibility & Whitney Stress Block 34 Balanced Condition & Maximum Reinforcement Limits 35 Design Example: Singly Reinforced Rectangular Beam 36 Parabolic-Rectangular Stress Block & Partial Safety Factors 37 Neutral Axis Depth Limits & Ductility Classes (Class A/B/C) 38 EC2 vs ACI: Comparative Design of a Cantilever Slab 39 Mechanisms of Diagonal Cracking & Truss Analogy 40 Shear Capacity Components: Vc, Vs, and Ο†Vn 41 Combined Shear-Torsion Design per ACI 22.7 42 Equivalent Frame Method vs Direct Design Method 43 DDM Moment Distribution & Column Strip Allocation 44 Design Case: Interior Panel of Parking Structure 45 Axial-Flexural Interaction: P-M Diagram Fundamentals 46 Generating Interaction Curves Using Strain Compatibility 47 Biaxial Bending & 3D Capacity Surfaces 48 Crack Formation Mechanisms & Width Prediction Models 49 Branson’s Effective Moment of Inertia & EC2 Creep Coefficients 50 Corrosion Initiation Modeling & Life Cycle Assessment 51 Development Length Theory: Bond, Anchorage, and Hook Mechanics 52 Lap Splices, Bundled Bars, and Seismic Hook Geometry 53 Detailing Workflow: From Calculated As to Shop Drawings 54 Capacity Design Philosophy & Strong-Column Weak-Beam Rule 55 Designing for Inelastic Rotations & Hinge Regions 56 Case Study: Retrofitted Hospital Frame Performance 57 Post-Tensioning Fundamentals: Bonded vs Unbonded Systems 58 FRP Strengthening Mechanics & Interface Failure Modes 59 High-Performance Concrete Mix Design for Marine Exposure 60 From Conceptual Design to Construction Documentation 61 Interfacing RC Design with Structural Analysis Software 62 QA/QC in RC Construction: Field Testing & Non-Destructive Evaluation 63 Comprehensive Quiz: Flexure, Shear, Detailing & Codes 64 Scenario-Based Synthesis Exam: Hospital Retrofit Design 65 Code Comparison Challenge: ACI vs EC2 Decision Matrix
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