Beam Reinforcement bar detailing

[@dannyengineering]

Note that Longitudinal bars carries moment mainly and stirrups carries shear force and torsional moment. And lapping should be avoided on tension zone it includes at the support above neutral axis.

[@ESTALUTemesgen]

Wawww amazing amayzing learning tanks engineer danyyyy❤❤❤

[@hailefida3475]

I was wondering if u could post a video on "lapping" and "anchorage length" in detail with examples.I am getting confused on how to deal with them based on the NEW EBCS EN.

[@lilacconstraction8119]

Danny thanks for support us and please the beam design by using Excell templet

[@addisuabebaw9256]

እጅግ በጣም ጥሩ ሙከራ ነው። እናም practical example ሁሌም ለመልቀቅ ሞክር!!!

[@dannyengineering]

Thank you Addisu I will release practical examples.

[@constractionbussinessineth598]

Nice tutorial..keep it up...but in stair up design why not use only shear force . What about tortion force...say some thing about how calculte both of them and also say some thing how can interpret center of spaceing less than 10 cm..thank about all bro

[@kalebwondifraw1857]

If possibe can u attach me a stair reinforcement bar detailing video b/c i can't access it on the link ?

[@mistrebahru1424]

Amazing!!

[@getahunfentahun4280]

how are dear ,complet earth quack design.........that you have done the ananlaysis

[@at6323]

በጣም ጥሩ ስራ ነው እየሰራህ ያለኀው እስላብ እና ኮለን ዲሳይን ብታሳየን

[@habibaadem3827]

Good approach indeed

[@mahletgebreyesus9812]

thank you u help me alot keep it up

[@temesgenaddis4593]

A simply supported beam in Figure 1 spans 8m on 350mm wide supports. It is required to support a uniformly distributed ultimate design load of P-200kN/m. The characteristic material strengths are fek 25MPa for concrete and fy=500MPa for steel. The beam has cross section of gross depth, h-700mm and width, b=350mm. a) Calculate the design shear force at critical sections b) Check the crushing strength VRdmax of concrete at the tace of the support. c) Deternmine the angle of the diagonal crack, d) Calculate o10 stirrups spacing X and the minimum shear reinforcement required.350 10 stirrups at spacing X Please done it

[@eliasmute4218]

Very very grett man thanks.

[@KalabGebiru]

Thanks

[@bereketgebeyehu9849]

Total station btassyen be examble

[@alachewbirhan8303]

pin,roller and fixed support practically site lay endet new mileyut

[@mahletbelay6183]

My question too

[@kaleabyimenu305]

please confidential knowledge base ..

[@ruthabebe9919]

Colunm reinforcement detail bisera

[@bogaletariku838]

Double beam describe argelne

[@mekonengizachew8386]

tseru temerabetalu arif new bezihew ketelbet

[@MlatNugus]

Overlapping length sint new metekem yalebn

[@dannyengineering]

you can check this videos kzbin.info/www/bejne/hp26p6qJpt6aorc kzbin.info/www/bejne/j4WseqGKp51qmK8

[@habtamugetachew7171]

Quantity serving betasayen

[@ethio_civil9344]

Wow በጣም ኮርቸባለው ፈጣር ይስጥህ።ግን ebcs እና es en አንድ ናቸው?

[@dannyengineering]

Thanks for your comment.awo Ebcs 1995 ke ES EN yeleyal ahun yemenetekemew ES EN.

[@alachewbirhan8303]

mels please????

[@dannyengineering]

I will sorry for that.

[@tadelekassahun1404]

Berta

[@nattyjohn295]

10Q