Difference between One way & Two way slab | Load distribution mechanism 

These kind of Indian tutorials on youtube are exactly the life saviours of engineering students.

one of the the best explanations of this topic on youtube.

Thank you very much. It is very clear explanation. Everyone can understand. Great Work.Thank You very much

Thankyou Mam, for good explanation

Best explanation, I watched more than 10 videos , it's best.

thank for your lecture I ma'am. I completely understand it now.

Thanks a lot. Your lecture provided me more insights.

Thank you mam its very useful in practical life . If you upload a small residential building load calculation from top to bottom means from slab to foundation then it will be very helpfull plz.....thanks again

Really really well explained

thank you Dr. Oka

Thanks Mam. It’s very useful. Appreciated if you post any video abt punching shear reinforcement in post tension slab with shear reinforcement.

Thank you very much ma'am

Why we devided the shorter side of the slab by 2 and multiply with the load of the slab, I didn't get the points here if you don't mind please elaborate this step and clear my concept.... Thank you 😊

Thanks Maam

@Civil Engineering Mastery 8:59 3k^2 or 2k? in denominator

Very good

i have a question? why idealized one and 2 way loadinh to fix on both end and not simply supported?

Is there any Excel Sheet for calculating the load distribution on Beam. ...??

very informative.. keep rock mam

sorry for the confusion, does W and w interchangeable?

Very well explained madam with Code reference

Thank u mam.. You are really best teacher. Mam I still confuse how much load carried by column(from slab and beam load)

Great Sister

can you derieved that foemula

yes Madam . I want to ask : how to calculate and analysys of inclined roof slab

Thanks keep uploading more

I subscribed mam. Plz upload more vedios . I am eager to learn from u.

for unit of kN.. you should write N in big alphabet as it is on the name of Newton. and k should be small . keep this in mind during writing of units

Wants some clarification, isn't it one way slab carried by longer span? As it is carried by ly mostly which is known as longer span.

Madam, can you please provide load distribution mechanism for a cantelever slab??

Thank you 😍

Is it possible that the slab is square?

thnks lucture

not mor informative