Learn · Advanced Reinforced Concrete Design
Lecture 71 of 71Week 12
ETABS Tutorial Part 4 - Analysis, Design & Result Interpretation in ETABS
Prof. S. Suriya Prakash · IIT Hyderabad
Credits and licence
- From
- Advanced Reinforced Concrete Design, IIT Hyderabad (at NPTEL)
- Licence
- CC BY-NC-SA, as NPTEL states it. Non-commercial use only.
- Attribution
- NPTEL states: "Distributed under Creative Commons Attribution-ShareAlike / CC BY - NC - SA", beside a BY-NC-SA badge. Coordinated by IIT Madras.
- Who can watch
- Tweens profiles and older. How courses are placed
All the lectures
- Introduction- Overview of RCC - Part 1
- Introduction- Overview of RCC - Part 2
- Introduction to Design Concepts & Philosophies - Part 1
- Introduction to Design Concepts & Philosophies - Part 2
- Materials Short Term Properties - Part 1
- Materials Short Term Properties - Part 2
- Materials Short Term Properties - Part 3
- Materials Short Term Properties - Part 4
- Materials Long Term Properties - Part 1
- Materials Long Term Properties - Part 2
- Materials Rebar Properties
- Durability-Overview
- Durability-Effect of Chemical actions
- Durability-Effect of Physical,mechanical and corrosion
- Durability- Design approaches and code provisions
- Axial Behaviour- Introduction
- Axial Behaviour of Reinforced Concrete
- Axial Behaviour- Effect of Compressive Strength
- Flexure Behaviour - Background to flexural theory
- Flexure Behaviour -Moment curvature analysis-procedure
- Flexure Behaviour -Example-Moment curvature of singly reinforced section
- Flexure Behaviour - Effect of increasing reinforcement on Moment curvature behaviour
- Flexure Behaviour - Effect of compressive strength on Moment curvature behaviour
- Flexure Behaviour - Effect of axial Compression on Moment curvature behaviour - Part 1
- Flexure Behaviour - Effect of axial Compression on Moment curvature behaviour - Part 2
- Flexure Behaviour - Effect of Compression steel on Moment curvature behaviour - Part 1
- Flexure Behaviour - Effect of Compression steel on Moment curvature behaviour - Part 2
- Flexure Behaviour-Analysis and Design of Singly Reinforced Sections using IS Code Part-1
- Flexure Behaviour-Analysis and Design of Singly Reinforced Sections using IS Code Part-2
- Flexure Behaviour -Examples in Flexure using IS Code Provisions
- Flexure Behaviour- Analysis and Design of Doubly Reinforced Sections using IS Code
- Flexure Behaviour-Analysis and Design of Flanged Sections using IS Code Provisions
- Shear Behaviour of RC elements - Part 1
- Shear Behaviour of RC elements - Part 2
- Shear Behaviour of RC elements - Part 3
- Shear Behaviour - Shear Design using IS 456 Provisions
- Shear Behaviour - Examples for Shear Design using IS 456 Provisions
- Torsional Behaviour of RC elements - Part 1
- Torsional Behaviour of RC elements - Part 2
- Torsional Behaviour of RC elements - Part 3
- Torsion Design of RC Beams using IS 456 Provisions
- Compression behaviour of RC Columns- Intro and Types Part 1
- Compression behaviour of RC Columns- Short vs Slender and Effective length Part 2
- Compression behaviour of RC Columns-Lateral Flexibility and Example Part 3
- Compression behaviour of RC Columns IS Code Provisions - Part 1
- Compression behaviour of RC Columns Confinement and Tied Vs Spiral Confined Columns - Part 2
- Compression behaviour of RC Columns - P-M Interaction : Theory
- Compression behaviour of RC Columns- P-M Interaction : Example as per IS 456
- Compression behaviour of Design of RC Columns for Biaxial Bending: Part 1
- Compression behaviour of Design of RC Columns for Biaxial Bending - Part 2
- Compression behaviour of Slender Column Design: Theory - Part 1
- Compression behaviour of Slender Column Design: Example as per IS 456 - Part 2
- Serviceability - Introduction to Deflection of RC Beam Part - 1
- Serviceability - Introduction to Deflection of RC Beam Part - 2
- Serviceability -Long term deflection and IS code Provisions
- Serviceability -Numerical Example for the calculation of Deflection of RC beam
- Crack width calculation - Theory - Part 1
- Crack width Calculation - Example Part 2
- Serviceability - Design for Bond- Theory: Part 1
- Serviceability - Design for Bond- Theory: Part 2
- Serviceability - Design example for Bond and Splicing Part 3
- Two way slabs - Background
- Two way slabs - Design Methods
- Two way slabs - Direct Design Method - Part 1
- Two way slabs - Direct Design Method - Part 2
- Two way slabs - Equivalent Frame Method - Part 1
- Two way slabs - Equivalent Frame Method (Example) - Part 2
- ETABS Tutorial Part 1 - Building Layout, Load Types & Code provisions
- ETABS Tutorial Part 2 -Preliminary Design of Beam, Slab & Column Sections
- ETABS Tutorial Part 3 - 3D Modeling & Load Assignment in ETABS
- ETABS Tutorial Part 4 - Analysis, Design & Result Interpretation in ETABS