Learn · Design of Steel-Concrete Composite Structures
Lecture 10 of 54Week 3
Module 2 Lecture 6: Composite slab and deck design: Steel deck design -6 (Solved example)
Prof. Anil Agarwal · IIT Hyderabad
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- From
- Design of Steel-Concrete Composite Structures, 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.
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- Tweens profiles and older. How courses are placed
All the lectures
- Module 1 Lecture 1: Overview of the course || Design of Steel-Concrete Composite Structures
- Module 1 Lecture 2: Examples of composite construction in real buildings
- Module 1 Lecture 3: Types of composite members and their components
- Module 1 Lecture 4: Components and sequence of construction of popular composite member
- Module 2 Lecture 1: Composite Slab and Deck Design: Steel deck design -1 (Basics)
- Module 2 Lecture 2: Composite Slab and Deck Design: Steel deck design -2 (Geometry and LRFD design approach)
- Module 2 Lecture 3: Composite Slab and Deck Design: Steel deck design -3 (Flexural, shear and web crippling)
- Module 2 Lecture 4: Composite Slab and Deck Design: Steel deck design -4 (Example)
- Module 2 Lecture 5: Composite Slab and Deck Design: Steel deck design -5 (Example)
- Module 2 Lecture 6: Composite slab and deck design: Steel deck design -6 (Solved example)
- Module 2 Lecture 7: Design of composite slab, Sagging Moment, Full Composite Action, Plastic Neutral Axis above the decking
- Module 2 Lecture 8: Solved example on the design of composite slab, Sagging moment, Full composite action, Plastic neutral axis above the decking
- Module 2 Lecture 9: Design of composite slab, Sagging Moment, Full Composite Action, Plastic Neutral Axis witthin the decking and solved example
- Module 2 Lecture 10: Design of composite slab, Hogging Moment, and solved example
- Module 2 Lecture 11: Design of composite slab with partial composite action, m-k method, solved example
- Module 2 Lecture 12: Design of composite slab for shear
- Module 2 Lecture 13: Design of composite slab for punching shear
- Module 2 Lecture 14: Analysis of composite slab for concentrated point load
- Module 2 Lecture 15: Deflection, shrinkage, and diaphragm action in composite slab
- Module 3 Lecture 1: Fundamentals of bending
- Module 3 Lecture 2: Shear stresses of bending
- Module 3 Lecture 3: Solved example of shear stresses in bending
- Module 3 Lecture 4: Elastic bending of comosite beams: Modular ratio
- Module 3 Lecture 5: Effective width and effective depth
- Module 3 Lecture 6: Plastic Moment Capacity
- Module 3 Lecture 7: Plastic Moment Capacity of Composite Beams (Plastic Neutral axis in the slab)
- Module 3 Lecture 8: Plastic Moment Capacity of Composite Beams (Plastic Neutral axis in the top flange)
- Module 3 Lecture 9: Plastic Moment Capacity of Composite Beams (Plastic Neutral axis in the web) Design of Steel Concrete Composite Structures
- Module 3 Lecture 10: Plastic Moment Capacity of Composite Beams (Rectangular stress block)
- Module 3 Lecture 11: Shear Stud Design: Solid slab
- Module 3 Lecture 12: Shear Stud Design: Effect of profiled slab
- Module 3 Lecture 13: Shear stud design: Solved example for full composite action
- Module 3 Lecture 14: Designing composite beams for partial composite action
- Module 3 Lecture 15: Solved example for partial composite action
- Module 3 Lecture 16: Composite beam design for hogging moment
- Module 3 Lecture 17: Solved example of composite beam design for hogging moment
- Module 3 Lecture 18: Combined moment and shear in composite beams
- Module 3 Lecture 19: Design of shored and unshored (propped and unpropped) beams
- Module 3 Lecture 20: Analysis for serviceability and limits for composite beams and slab during construction
- Module 3 Lecture 21: Serviceability consideration during service (Composite slabs)
- Module 3 Lecture 22: Serviceability consideration during service (Composite beams)
- Module 3 Lecture 23: Special topics in composite beams
- Module 4 Lecture 1: Composite columns: basics
- Module 4 Lecture 2: Composite columns: Local buckling issues
- Module 4 Lecture 3: Confinement effect and design of short composite columns
- Module 4 Lecture 4: Design of composite columns for moment and combined moment and axial compression
- Module 3 Lecture 24: Hands-on demonstration of composite beam design using ETABS
- Module 4 Lecture 5: Design of slender composite columns and load introduction zone
- Module 4 Lecture 6: Solved example of a short column under a combined axial compression and bending moment
- Module 4 Lecture 7: Solved example of slender composite column design
- Simple connections / shear-only connections in composite frames
- Rigid connections / moment connections in composite frames
- Composite shear walls (infilled composite shear wall / SpeedCore, encased composite shear wall)
- Design of composite structures for fire