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@ Drifgtl imiter . I checked the PDF, I think yes, this is the one that I was looking for. DO you have any other examples or Ref. from there I can learn how to calculate these value.

A seismic event is okay. Can you send me any references , how to do that? I want an easy and sample method. as it's a school project, my teacher ask me to choose an easy method.

this is an assignment for my class. there is an existing steel structure. I have analysis the structure by Staad.pro. Considered gravity load, seismic laod and wind load. all members are found safe. PMM ratio < 1, also safe in deflection. My professor asked me to present the failure probability.

For my school assignment, I need to calculate the structural failure probability. i can use Staaad.pro. Can someone tell me or share some reffrence how can I do that by using staad.pro in an easy and simple way. ( this is an assignment for my class. there is an existing steel structure. I have...

Like, This structure already survivded for 15 years. It can survive more 25 years, Something like that.

How to calculate " prediction of remaining life of a steel structure." for my university project, I need to do that. any guideline sor any notes? Thanks in Advanced.

For My study Purpose. I'm doing an assignments from my school, to structural safety analysis of asteel structure in substtaion. In that assignment I need to report about safety perctages of the structure, like the structure is 100% safe, or 75 or 50% safe. i already analysis the model through...

I will construct a plinth-level slab. The slab will rest on the soil. There are no excessive loads except the living of people and residential furniture. I want to do it at a minimum cost. No design criteria are required. 2" thickness and 8 mm rebar 12" C/C, is that opkay ?

In real life, is it impossible to do that? Please explain to me. I really wanna know about that. Thank you So Very Much.

@bulb & dik, This is the requirement.

Mya be. it's just a sample i collected. My question is how we can make cantilever from steel column to rcc slab,,, ha ha ha

here is the detailshttps://files.engineering.com/getfile.aspx?folder=5014ac42-5ca3-4fa5-a619-5e33f496a493&file=Weixin_Image_20230911181044.png

Hello Everyone. I'm designing a two storied Steel industrial building. Can i provide RCC stair there ? with steel I beam and column ? if yes then what should be the construction process. For lower suppert. it will get wupport from Grade beam or PL slab, for the upper support reinforcements of...

I’m assessing the performance evaluation of a 10-year-old steel structure in a substation. The design strength for steel was 36000 psi. It has naturally corroded (slightly, seems rust and pitting corrosion, not too much just slightly corrosion). Is there any equation to calculate the current...