Richard Walls
Structural and civil engineering teachings from Stellenbosch University.
Introduction to the design of structural steel beams - Part 2
Introduction to the design of structural steel beams - Part 1
Bearing and stiffener design for steel beams - SD424
Design of structural steel shear elements - Understanding code requirements and calculations
Design of structural steel bending elements - Understanding code requirements and calculations
Design of steel elements in compression - Introduction - SD424
Design of steel columns - Considering compression effective lengths and buckling
Design of structural steel compression elements - Understanding code requirements and calculations
Design of Structural Steel Tension Members - Introduction
Design of structural steel members in tension - Understanding code requirements
Block shear and failure mechanisms - Steel members in tension - SD424
Loads and load combinations - Part 1 - SD424
Loads and load combinations - Part 2 - SD424
Calculating wind loads for buildings - SD424
Design of bolted and welded steel member in tension - Worked example
Wind load - Internal and external pressure coefficients
Building Loading - Loads and load combinations to SANS 10160 for an industrial building - SD424
Building Loading - Wind loading calculations to SANS 10160-3 for an industrial building - SD424
Steel Design - Base Plates - Pinned base plate worked example - SD424
Steel Design - Base Plates - Fixed base plate worked example - SD424
Steel Design - Base Plates - Fixed base plate design calculations - SD424
SD424 Base Plate Derivation of Pinned Base Plate Capacity
Steel Design - Connections - Design of welds with an eccentric load - SD424
Steel Design - Connections - Design of connection bolt group - SD424
Steel Design - Bending/Shear - Design of web stiffeners - SD424
Steel Design - Bending/Shear - Rational & simplified shear design of an I-beam - SD424
Steel Design - Compression - Single unequal angle (asymmetric section) worked example - SD424
Steel Design - Compression - Back-to-back unequal angle worked example - SD424
Steel Design - Compression - Equal leg steel angle which experiences local buckling - SD424
Steel Design - Tension member design to SANS 10162-1 - SD424