STEEL-STR -007: Design of PEB structures (Part 1) | Warehouse | IS 800:2007 | STAAD | Bhavin Shah

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STEEL-STR-007
Pre-engineered steel building (PEB) offers cost optimisation over the conventional sizes of the structural members (non-tapered). However, as the structure becomes relatively slender, more precautions are to be taken in analysis and design of the structure for ensuring stability. For the stability of slender steel structures as well as for the optimisation, it is extremely important to understand the fundamentals of flexure buckling, lateral torsional buckling, interaction between different structural elements for transfer of load, etc.

In view of the above, we have designed a unique online course for design of PEB structure for warehouse, titled as STEEL-STR-007 – Design of PEB steel structures as per IS 800:2007| Warehouse | STAAD Pro | RAM connection | RCDC. In the present course, only warehouse is considered so that we can have more focused discussions related to fundamentals for design of the steel structure, as mentioned above. In the upcoming online courses, other functional requirements, such as heavy crane, mezzanine floor, etc. will be considered.

We will start the course with basic understanding of structural behaviour and stability concepts for shed type of structure. Following shows highlights of the course:
a) The important limit states such as flexure buckling, lateral torsional buckling, local buckling, etc. will be explained through finite element modelling of the individual members.
b) Interaction between different structural elements such as column, rafter, purlin, sag rod, girts, sheeting, flange bracing, etc. will be explained in detail.
c) Case study of two warehouse structures (with and without central column), covering the following steps:
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