Design of Singly Reinforced Concrete Rectangular Sections. How to Design It in 1 Minute? 3 STEPS.

What is the difference between singly and double reinforced concrete rectangular sections?
What are the design steps? Learn how to design a singly reinforced concrete rectangular section according to the BS8110 (British Standards) in less than a minute. Only three steps in the design. K, Z, and As.
This is used to design ant RC section including reinforced concrete beams, one-way solid slabs, two way solid slabs, ripped slabs, flat slabs, footings.....etc.
Watch and learn.

The links of important videos are given below:

[abdirahmanbishar]

welcome back Dr El-Gamal, this is incredible lecture

[folahan]

Fantastic and Clear teaching. Well done Sir

[rllrll]

Doctor i liked your detailed explanation.. I was waiting to understand what K means and how it affects the section, but you did talk about it.

[السيفاليماني-هظ]

بالرغم انه بالانجليزي لكن نتابع يا دكتور الله يجعله في ميزان حسناتك

[mohamedmaher]

Thanks alot...is there lectures shows how ti use steel charts in bs code ..thanks again

[venkateshgidijala]

Hello sir.
Glad to see great content open for every one.

May i know, on which standards, these design procedures are work on? Indian standards or British standards?

[paulezeh]

Sir where did you get your As
provided from? How can it be calculated

[enami_]

hello. can this be applied to the old frensh norm BAEL? cs the basics of this seams similar to it

[ahmadabdelrahman]

Why if z>0.95d .. take it as 0.95d ??

[RsapRevit]

Hi sir, what's the factor 0.45 and 0.95?

[izuchukwuokafor]

But Sir how do we find Mu, like is the (ultimate moment )different from Mmax (maximum moment )?

[abdulmonimmohamedali]

Thanks for helping us doctor, and I wanna ask a question ⁉ why has BS 8110 part 1_ 1997 been limiting the value of lever arm should not be taken less than 0.95 times the effective depth . Thanks once again doctor.

[oladapoowoyokun]

Thank you, doctor. This video was really helpful. It solved a lot of problems for me in this course

Please which table did you use to calculate the number and diameter of bars (4T20) and Ast provided

[sharmakeabdullahicisman]

Thank you sir
Please i need one vedio or example based on uniform distrubuted load on beam load from solid two way slab and one way slab

[agostinhoinocencio]

Hello Sr i hope you are well may God bless you you have been my lecturer since i started my course i know all your video there are really helpful, you said that k is help us to know if we can use only tension or tension and compression (singly and double), i would like to know which K can we use to find (Z) or (leaver arm)? is it k' primer or K that we calculate, in example you use k that you calculated how should i have to know that k you calculated is the one to use to find (Z) i am very confused about it pls help me Sr.

[v-creations]

Am confused between these two formula doing the same thing.
As=M/0.95fyz and As=M/0.87fyz which one is which

[sharmakeabdullahicisman]

Thanks ustaad sharif
i ask you one quastion for equation formula load from solid slab two way area trapizodal n×area of trapizodal/long side of panel or ly sir that formula is correct or not
And area of trangular transfer to beam formula n×area of trangle/short span or lx that formula is correct or not