Design of Reinforced Concrete Two-Way Solid Slabs using BS8110 Code (Part 1)

This videos gives in details all what you need to design two-way solid slabs according to the BS8110 code. Solved examples will be given in part 2 and Part 3 of the video.

The links of other important videos are given below:
- Stress-strain curves for concrete and steel:

[olaidekazeem]

This is great! May God continue to increase you in knowledge. Your video has contributed so much to my career as a civil engineer. Thanks in a big time

[tAtE]

Thank God have actual found my lecturer for S.E.D

[kipjames]

No one has ever taught this subject better than you.

[blossomtaye]

This has been a very educative and informative lecture. You have simplified the method and process of designing two way slab, both simply supported and restrained type. I can't wait for Part 2 and 3 on solved examples. Thanks very much Dr. and may you continue with your good work and GOD BLESS

[jedidahibrahim]

Thank you sir you are really saving my grade this semester

[nidpaul]

You are a king dear sir! I was struggling to figure out design of slabs just by referring the code but it was beyond me.

[a.mackinnon]

Thank you very much, the level of detail is 2nd to none!

[jdc]

The simplest way of 2 way slab design here in yt
TY sir!

[abdirahmanbishar]

thank you Dr EL-Gamal for your hardwork based on this educative and informative lecturer vedeos your have provided us. Surely i was in a point of exhausted to design RCC slabs, but this vedeo enlighten me more enough on how to design RCC slabs. Thank you again Dr.

[clifforddunenye]

Thank you very much sir. i understand this topic very well. God bless you!

[karimalsaid]

Really great video, one of the clearest explanations I've seen. would be also really great if you do similar explanations using American standards, and i think that would be great for you aswell since you will tap into a whole new audience.
I also have a couple of questions:
1) what to do with the alpha and Beta coefficients if they are in between the ones given, such as for a slab sized 7x4m, ly/lx would be 1.75, is the appropriate solution to interpolate the coefficients, round up (1.8) or round down (1.7) ?
2) As you probably know, very often you get buildings (specially private villas and buildings of that sort), where column layout is very irregular, resulting in a non rectangular slab, i know in practicality FEM software will be used, such as SAFE, but it would be great to know the solution to this as a manual calculation..
3) similarly to no2, sometimes even if the slab is rectangular based on the column layout, beams are not always provided/possible due to architectural restrictions. what would be the solution to this? for example an "internal panel", that is continuous on all 4 sides, but say 1 of the sides has only columns without a beam...

[LuziyaKambwela]

I can’t thank you enough Dr. thank you

[jeangc]

Great explanations throughout. Thank you!

[محمدعبداللهقائدالسلمي]

Dr.shari you answered one of the peaple about can we use the table of two way slab for un equal span and you said we can use it but in the cod part1 23 october 2002 in clouse 3.5.3.5 state that
The condition in which the equation may be used for continuous slabs only are as follows
1.the characteristic dead and imposed loads on adjacent panels are approximately the same as on the panel being considered
2.the span of adjacent panels in the direction perpendicular to the line of common support is approximately the same as the span of the panel considered in that direction

[allanjonathan]

Thank you for the effort you put into this video
Bless your heart 🙏🏼

[MABinarySL]

Great lecture i have ever seen. Thanks sir

[syriandamascene]

Great video. Very informative. Thank you sir.

[dnyikango]

Can you kindly add a video for the design of flat slab with numerical examples

[alive]

Thank you for your effort, i really appreciate !!!

[amaregashaw]

I am follow your vedio it is best of the best pls make vedio about Hollow block ribbed slab design tank you