RCD:- Beam design / design of single reinforced concrete beam section

PLEASE "MKS" SYSTEM "FPS

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Thanks

Sir konsa book refer Krte hyn ap

I want a video of T beam design

Considering the Design Solution is Greater then the Mu.
Can you not make a smaller Beam since 5177.875 is > Mu?
12 x 18 is 1.5 Ratio and 3888, so it still exceeds Mu?

great video

Is there any other checks need to be made for a complete beam design? Thank you Sir for your constructive video, very well explained.

If I have not given self weight. Just given dead load. So what to do.

Sorry but if I’m studying in SI units what would be the safe ratio of d/b do I convert each one of them to meter?

This lecture is good.

Thank you so Much This helps a ton!

on what basis did you take stirrup #3? what should be spacing of stirrups? on shear you took two bars so my question is why did you take two bars and what is no of bar there?

Why you don't make the step
The beam is to be designed singly or doubly...

T. Beam design u s d method write now

Best explanation I've seen.

Also make volideo on T beam and Two way slab

What method is this? ASD or USD or LRFD?

Is the design bar is in mid span?

Good day, SIR, thank you for your explanation, I would like to kindly ask if you are agree to help me to solve one singly reinforcement concrete beam. Thank you

Awesome Video

Plz tell how to design fixed supported beam

Easy to understand. Nice explanation.

Legend!

Is there two As? why sometime As =3.14 and As=3.276?

Thank you and may Allah bless you for your work! please add the beam flexure design of the beam too. This my last semester I am doing my civil engineering in the USA. please let me know if you need any material will be able to share my lectures or pdf books from here. Thank you!!

what is the formula for bd^2 in SI units sir? is it the same with 1.7 constant?

Thank you so much for outer Vedic that try to expan me about designing beam well. ! From me (Tak Ratanak) Good bye!

Expertise your knowledge of civil engineering

thanks a lot, you explained the process so well and very clear

Right?

Hello sir
Please male a video on mix design of heavy weight concrete

Thank u so much... from cebu, philippines

Hi sir, I have a doubt regarding the design load, you refer to the unit of measurement k/ft and I hear say in the video "k per foot" . Is this k refering to kilonewtons? I checked the textbook you mentioned in the comment. I cannot find a clear answer. thx again.

Awesome video, thank you so much. Any chance you could show the design of a 2-way slab?

may i know the eurocode you use?

Sir how to analyse dead load and live load

How can we calculate the area of bar ?

how to design the size of the beam

Why don't we check if the concrete can handle the pressure? So the tension that the steel needs to withstand is equal to the pressure at the top of the beam. How do we know that the beam will hold the pressure if we only calculated steel needed for the tension? Thanks!

How did you get area of bars?

Pls use familiar units like N/mm^2 or n/ m^2. What is ksi and k/ft. Confuse kardiya

Is good

Note: 2001 ACI code design load = 1.4DL+1.7LL

A good attempt, but was more good if it was in your own language "Pashtto", which is also a sweet language, no doubt in this.

Steel strain, 0,009, how to get it?