Structural Steel Design
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1
Course Overview
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1.1 Introduction
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1.2 Design theories
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1.3 Limit state design and working load
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1.4 Factor of safety
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1.5 Design resistance
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1.6 Type of steel sections
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1.7 Stress strain response of steel
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1.8 Eurocode 3
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1.9 BS5950 vs EC3
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2.1 Connection and joint
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2.2 Nominal bolt strength
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2,3 Filler metal for weld
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2.4 Factor of safety for connection
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2.5 Normal and slip resistance bolts
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2.6 Edge distance and spacing
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2.7 Type of failure of bolted connection
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2.8 Design of bolted connection
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2.9 Design resistance of fillet weld
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2.10 Types of connection
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2.11 Tensile resistance of connection
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2.12 Example: design of tensile splice
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2.13 Example: welded connection
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2.14 Design of bolted end plate connection
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2.15 Example: End plate connection Part 1
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2.16 Example: End plate connection Part 2
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2.17 Example: End plate connection Part 3
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2.18 Example: End plate connection Part 4
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2.19 Example: End plate connection Part 5
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2.20 Example: End plate connection Part 6
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2.21 Example: End plate connection Part 7
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2.22 Example: End plate connection Part 8
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2.23 Bolted connection with double angle cleat
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2.24 Example bolted connection with web cleat Part 1
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2.25 Example bolted connection with web cleat Part 2
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2.26 Example bolted connection with web cleat Part 3
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2.27 Example bolted connection with web cleat Part 4
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2.28 Example bolted connection with web cleat Part 5
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2.29 Summary Part 1
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2.30 Summary Part 2
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4.1 Type of beam
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4.2 Design steps
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4.3 Section classification
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4.4 Classification of steel section
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4.5 Example: section classification
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4.6 Moment resistance
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4.7 Example: moment resistance
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4.8 Shear resistance
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4.9 Example: shear resistance
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4.10 Moment and shear resistance
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4.11 Example: moment and shear resistance
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4.12 Deflection check
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4.13 Example: Deflection check
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4.14 Design value of action
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4.15 Lateral torsional buckling
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4.16 Example: lateral torsional buckling
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5.1 Plate girder Introduction
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5.2 Design steps of plate girder
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5.3 Preliminary sizing of plate girder
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5.4 Equations for preliminary sizing
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5.5 Example: preliminary sizing
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5.6 Flange induced buckling and moment resistance
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5.7 Example: Flange induced buckling and moment resistance
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5.8 Shear resistance
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5.9 Example: Shear resistance
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5.10 Example: Shear resistance part 2
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5.11 axial resistance
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5.12 Example: Axial resistance
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5.13 Buckling resistance of stiffener
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5.14 Example: buckling resistance of stiffener
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6.1 Compression member
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6.2 Example classification of compression member
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6.3 Resistance to moment and axial load
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6.4 Example: moment and axial load
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6.5 Buckling resistance
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6.6 Example: buckling resistance
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6.7 Moment, shear and axial
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6.8 Bi-axis moment and axial
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6.9 Example: Moment, axial and shear loads
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