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

[@Enfld1122]

As you start full design course on PEB structure (i.e. STEEL-STR-007) , same way, it is necessary to start full training on various structure designs, like mid to high rise RCC commercial or residential building, pipe racks design, ESR design, underground sumps,box culverts,minor/major bridges, substations,switchyards,retaining structures, chimney,blast resisting structures, etc along with relevant static and dynamic seismic analysis as well as foundation designs thereof...

[@StructuralEngineering]

Thank you for the valuable suggestions. 🙏

[@vishnumk9252]

Sir how can i joined this course?

[@StructuralEngineering]

Please connect with us through email: [e-mail]

[@saqibahmedkhan9210]

What's fees for this course

[@ssr10001]

Please introduce tekla structural designer

[@StructuralEngineering]

Good suggestion! We will attempt to consider the same in one of our upcoming course.

[@HamdanShaikh-i3h]

When design of water retaining structure course will launch, as per IS 456,IS 3370 ,IS 1893 (part 2) ??

[@StructuralEngineering]

@@HamdanShaikh-i3h Yes, it is under planning stage. We may launch the same after nearly three months of time. Meanwhile, you may share the content which would like to cover in the course through email address: [e-mail]. We will attempt to address the same in the course.

[@Enfld1122]

For design of water retaining structures, it very crucial to consider hydrostatic as well as hydrodynamic (impulsive & convective/sloshing wave pressure) during seismic event, so it is very necessary to add the same in the course, ( even many professional structural design haven't enough and right knowledge for the same), codes includes is IS 1893 part-2 , IS 3370 part( 1 to 4). Also note that hydrodynamic seismic load as per IS -1893 part-2 is applicable only for some ideal shapes of tanks (like square, rectangular,circular shape of reservoirs only),tanks with single compartment only, as well as only for tanks supported on flat base. Inclusion of application of hydro-dynamic seismic load on water retaining structures irrespective of above condition like , tanks of any shape (prismatic/tapered), tanks rested on flat or inclined ground, any shape of cross section of tank walls uniform or tapered,multi compartment with different fluid heights & density/s needs to covered thoroughly along with theoretical concepts of computational fluid dynamics/potential fluid dynamics. Inclusion of moving load of multiple cranes running in underground tanks, that are generally available at ports. These topics needs to cover thoroughly.

[@HamdanShaikh-i3h]

@@StructuralEngineering awaited course.