Learn · Advanced Design of Steel Structures
Lecture 39 of 64Week 8
Shear center- 2
Prof. Srinivasan Chandrasekaran · IIT Madras
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- Advanced Design of Steel Structures, IIT Madras (at NPTEL)
- Licence
- CC BY-NC-SA, as NPTEL states it. Non-commercial use only.
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- NPTEL states: "Distributed under Creative Commons Attribution-ShareAlike / CC BY - NC - SA", beside a BY-NC-SA badge.
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All the lectures
- Form-dominant design I
- Form-dominant design-II
- Failure theories-1
- Failure theories-2
- Failure theories-3
- Material properties -1
- Material properties – 2
- Material properties – 3
- FGM
- FGM for marine application -1
- FGM for marine application -2
- Design methods -1
- Design methods- 2
- Load combinations
- Dynamic material strength
- Material properties variations
- Plastic design-1
- Plastic design -2
- Plastic design -3
- Shape factor examples
- Plastic analysis-1
- Plastic analysis -2
- Plastic analysis -3
- Plastic design -1
- Plastic design -2
- Structural Stability
- Euler’s load
- Rotation coefficients for stability functions
- Stability functions -1
- Stability functions -2
- Stability function -3
- Buckling and stability
- Critical buckling load- Numerical examples
- Stability problems- numerical examples
- Stability of shells
- Unsymmetric bending -1
- Unsymmetric bending- example problems
- Shear center-1
- Shear center- 2
- Shear center -3
- Curved section
- Shear center for curved sections
- Shear center for unsymmetric section
- Curved beam -1
- Curved beam with large curvature-1
- Curved beam with large curvature-2
- Modified area factor for curved section
- M factor for curved beams
- Crane hook
- Thin-walled section
- Open thin-walled section
- Lateral torsional buckling
- Design for LTB-1
- Design check for LTB-2
- LTB example problem
- Ice loads
- Ice spectrum
- Blast resistant design -1
- Blast resistant design -2
- Blast-resistant design -3
- Blast-resistant design -4
- Fire-resistant design -1
- Fire-resistant design -2
- Analysis under impact loads