Solid slab design by excel ES EN 2015

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1) Isolated foundation design using Excel Template
• Isolated foundation de...
2)Link for building model ,analysis & design by ETABS PART 1.
• Building Model, Analys...
3)Link for building model ,analysis & design by ETABS PART 2.
• Building Model,Analysi...
4) Link for building model ,analysis & design by ETABS PART 3.
• Building Model, Analys...
5) Link for building model ,analysis & design by ETABS PART 4.
• Building Model,analysi...

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7 сен 2024

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Комментарии : 45

@yitbareksisay4297 Год назад

Your videos are very helpful for civil engineering students, And as a question, does the temple include cantilever slab design too( k=0.4) ? And can you attach the word document ( the thesis file) that we can use it as a reference please Thank you very much

@tesfayeabay6880 3 года назад

it is great pls share other detail designing of slab,beam column.......

@murutsmenge685 4 года назад

Best & easy alignment

@yalewgetahun2612 4 года назад

nice video of designing of solid slab........if u can plse make 2 videos.... 1.about modeling of dual system of building that resist eq in addition gravity load in order to help me how share frame and shear wall that i know theoretically that 25% of base shear is resist by frames and the remaining is by shear wall 2.full analysis and design of shear wall that that are supports lift and stair(arround stair sw) respectively.....

@gebirusemahegn90 Год назад

thank you very much.... but I need word or pdf documents of FINAL BSC thesis to follow the procedures of solid slab design. thank you for your advance of Solid slab design

@selamkedir5352 2 года назад

thank you.... it means a lot👍👍

@engrabdihalimmhussein5787 Год назад

I'm grateful for your explanation. There is a lot of information in this video that you have provided. If you don't mind, I would like to ask you about the word document. I think it's a thesis document that you show in the video. Can you share that document with me? I am studying the Ethiopian Code, so it will be helpful.

@dannyengineering Год назад

Noted

@faiselansuar6575 4 месяца назад

Yechamesh

@danielkebede5288 3 года назад

Please post about P- Dealt, Displacement, Soft story checks with EXCEL by using ES EN 2015

@rozinaebrahim2741 3 года назад

Tnk u nice video

@yadetaregasa752 3 года назад

THANK YOU, YOU DID VERY NICE VIDEO, COULD YOU DO FOR COMPOSITE COLUMN?

@girmadegefa6394 10 месяцев назад

Good teaching but do RC2 video

@yohannesgebru5735 2 года назад

Hello daniel how are you, tutorialu betam konjo new, ena exel templatun bemeteken letewesenu flooroch mokrebet neber ena concretun C-25 adrge even live loadu 2kn hono rasu depthu 19cm new yehonew, ante yetetekemkew demo C-37 new ena le slab bzu yimeslegna be c-25 depthu lemin endeza hone? thank you!

@bezaworktilahun524 2 года назад

dear eng, thanks for your nice work!!! I`ve got your spreadsheet and try to check the links, two questions 1. why we use ρ'=0?, and 2. in my case I use c-25 concrete and ρ>ρo, and the depth becomes 20cm, but using the older code depth become 13cm! I tried many spans and still higher slab depths. and still almost >70% buildings casted with 15cm slab thickness and still safe! if older code is safe why to work with uneconomical section or is my the depth calculation error thank you for response

@yaredkereyu1602 2 года назад

berta betam temechtekegnal and neger laschegrek nw solid slab design yeserahbet templet eko edit ayhonm malete row > row note sihone formulaw aykeyerm ena mn badergew yshala

@doctorHerb12 4 года назад

please the detailing of the slab can u post one

@jerusalemjember4610 2 года назад

please post about corner isolated footing excel templates

@hailefida3475 4 года назад

In a column "d" ,u use different depth values(125,126,116,118),why the difference?

@dannyengineering 4 года назад

Thanks for the comment. So for the field moment: the rebar for Mxf will be placed below the rebar of Myf so to get the depth(d); for Mxf dxn we can just subtract the cover and half of the rebar of Mxf but for the Myf dxn we have to subtract the rebar of Mxf,cover & half of the rebar of Myf. This concept also goes for the support moment. And note that for the support moment the rebar of Mxs will be above the rebar of Mys; these support moment rebars will meet at the corner of a slab try to see this idea on drawing. & also the field moment is going to be below neutral axis and the support moment will be above neutral axis.

@hailefida3475 4 года назад

@@dannyengineering THANKS BUT I CANT FIGURE OUT THE FIGURE PART TO BE HONEST

@tarikugezahegn4511 4 года назад

please show ? how to adjust moment ur excel

@mulatuhailu4625 3 года назад

stair case excel templet calachihu attach adirgulin

@abeltheodros8953 2 года назад

Please can u attach this excel spreadsheet template for us please

@dannyengineering 2 года назад

It is already attached in the telegram channel you can find it if you scroll up a bit.

@habeshaprince5380 3 года назад

cantiliver sehon endet nw menasgebaw K degmo 1.3 nw mewsidew 0.4 saywesd

@metaverse9314 4 года назад

speedsheet es en 2015 ket new magegnew? where can i find this spreedshet?

@dannyengineering 4 года назад

Thanks for your comment. spread sheet telegram channel ale eza lai magegnet techelaleh telegram link ==t.me/uzamURkxtVU weym telegram lai gebteh search Ethiopian civil engineers association.