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I am not familiar with the use of forums so I am not sure how we can help each other but for starters I'd like some assistance with the design of a steel tee beam.
The section is just shy of 0.5m, and on one side it is bearing onto masonry (100mm blockwork) and the other is bolted onto the web of a steel I-beam. It is also loaded on both its sides by approximately 5.5kN/m (total).
Please, if possible, provide some guidance as to how this section is classified and which parts of the eurocode would allow me to design it. I've already done some parts of it, where I basically assume that the section is in tension but I am not sure if I am missing anything.
Good afternoon, friends.
I am analysing car park with long span composite beams and have very large displacements of columns top in plane of frame because of EHF.
Is it necessary to take into account EHF in SLS combinations?
Best regards, Ievgen
I'm right now doing a structural analysis of a shed for bicycles. A bicycle shed normally is uninhabited as people are parking their bicycles there and stay there for about 30 sec before leaving the shed. A building or a house normally is inhabited as people live or staying there during day or night time. A shed however must be able to carry some snow etc. and it is set up permanently. I find of course everything on the topic of roofs etc. in the Eurocode, but wonder if Eurocode differ in the way to analyze uninhibited structures vs. inhibited structures e.g. if the structure has to be analyzed differently whether people just passes through the structure for 30 seconds or live in it, permanently?
Please find the attached file for my query.
In Fin plate calculation. LTB of fin plate to be calculated and in which confusion in slenderness of fin plate calculation.
Please clarify and give suggestion to my query.
Extracted from SCI-P358.pdf