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how did we find the effective span of flanged beams, (T-beams)?

hi i want to clarify something. The lo is contraflexure length right? So wasnt it supposed to be 0.7l ? So lo = 0.7 (4000mm) ?

For adjacent beam, in a place where we have two adjacent beam how can we go for calculations?

Can you please share the excel spreadsheet

Please why did you use your first PE (65) instead of the total PE (353) in your peak flow factor calculation? Wonderful video by the way, by far the most detailed explanation out here.

Its a nice video. Good expalanation. Kindly share spread sheet

Thank you! This is amazing content

Great video!

great! what beam section did you use to calculate the moment of inertia of the beams?

Assalamulaikum Dr. Usually I used Colebrook-white equation for sewerage design for IWK. Is it any significant difference between Colebrook-white equation and Manning equation? Thank you

Nice 👍, we used spirit level as well to supplement the dial gage in Swansea Uni

Dr nk tny. apa beza GL start dgn GL end.. apa beza GL diff dgn level drop

Thank you sir for the videos

What is beff ??

wa 'alaikum salaam wa rahmahtullaahi wa barakatuh

Wa 'alaikum salaam wa rahmatullaahi wa barakatuh

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Hello sir. May i ask where do you get the Ground Level Value in the proposed layout plan?

Tq Sir😭

Good sharing sir, it help me a lot

Correction Area 0.398 and wetted parameter 2pi()r

hi, do you mind explain how to get NED = 1050 kN? I dont understand what my lecturer thought TT

if VEd is less than VRd,c @ Vmin, what is the next step I should calculate?