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Please Sir, hope that i may be dedicated a bit of your time, this week and next week (the final week) for final questions and corrections Sir.

Okk, thank Sir. Make effort to finish these calculations latest Thursday.

For most foundation textbooks i found the raft is ractangular, so it's a little more easy to design compared to this shape i'm constraint to have due to the property limit of the building

Thanks Sir. it's precisely on the 16th of september, there's a bit of with some final corrections, this week at least. Like for the raft, the form of the structure makes it not to be rectangular, so it's a beat difficult to find the centroid for manual RC design...

A huge thanks Sir!!, I can't beleive i couldn't see that!!. I wouldn't be in peace without saying a Huge thanks to you for this project, cause you're the one that helps with a lot of corrections . Unfortunate i can't even know the professor's name that's giving me a huge hand for this, without...

Hi Sir; Many thanks for the feedback and corrections. Appreciate a lot. will update the GA plan Here's the BMD and SFD with redistribution attached+ reinforcement details. What do you think of the bent up bars at midspan, it is neccessary? , inserted it considereding high SF. What about the...

Thenks Sir. finaly find the way through in fire provision. In addition made the correction in the GA plans as recommended. Can i get your final point of view on this Sir? Thanks...

Hi; Have a situation in the design of shear wall, with a pressure load of the retaining wall on the base. But what's is suprising or i don't understand is Robot distribution of all the surface loads(DL,LL, EP), to equivalent point load for each case of load in the horizontal and vertical...

Hi Sir@BulbTheBuilder; Thanks to all documents and recommendation books, i've just finished the manual calculation+verification software calculation of RC beams+ fire provisions. But there's still a difficulty to fire provision for columns. Thanks to the book send before , solve the effective...

thanks for the tip Sir . i'm in a foreign country far from my classmate. but i think i can handle RSA. Just from fixing the spacing to 20mm@100mm and it worked. The most important problem is the raft foundation calc and verification of the manual calculation of all the element. which if...

but with the lack of time, will take the result of the analysis in robot and do the design manually as you said Sir.

The slab is almost at the limit of deflection of 25mm. We have a high required reinforcement of 7000mm2 that robots find's it difficult for provide even with bar size of 32mm.https://files.engineering.com/getfile.aspx?folder=5f5f8ced-6e59-4f1b-9a26-9e21fcef12b7&file=As_provided_merged.pdf

but globally, it is required that all the elements in the GAplans should pass in ULS and SLS even visually.

All calculation are required to be done in Eurocode 2

Thanks for the final review Sir. Here's what we're supposed to do The analysis and design of these GA plans -We choose a frame of our choice and do the analysis and design of columns, beams and slabs.(manual calculation of these elements in frame are obligatory + load takedown). I choose the...

Did some load set combination for a 5span beam (in frame) but have some problem with the scale in the printing of the CAD file. please is there any way to do so adequately?https://files.engineering.com/getfile.aspx?folder=9d441fd1-6d46-482a-972d-331feb89ba87&file=Beam_combination.dwg

Slab revision designhttps://files.engineering.com/getfile.aspx?folder=55276cee-2749-4314-a2a5-8d7ed0d4b478&file=slab_top_merged.pdf

Hi Sir @BulbTheBuilder; Thanks a lot for the time and comment spent on the GA plans. Actually i designed it in the software, but didn't update some beam section even though can we seen visually that the section can't pass the design. Here is the GA plans updated. The 20cm thick slab pass the...

Hi Sir; Here's the frame, decided to analyze manually using moment distribution method before doing the design. Thanks in advance Boris https://files.engineering.com/getfile.aspx?folder=afca83a7-fd5a-49b8-b7ba-c222b2272eac&file=to_analyse_merged.pdf

will update the GA plans with circular columns in open spaces such as restaurants and sports halls. Thanks for the recommendation Sir @Bulbthebuilder. sometimes when i merge files the forums doesn't open the file, that's why i send one by one files