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
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 😊
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
Best explanation, I watched more than 10 videos , it's best.
Glad to hear that.
thank for your lecture I ma'am. I completely understand it now.
You are most welcome.
Thankyou Mam, for good explanation
@Civil Engineering Mastery 8:59 3k^2 or 2k? in denominator
thank you Dr. Oka
Welcome!!
Thanks Maam
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
Me too
very informative.. keep rock mam
Thank you.
Thanks a lot. Your lecture provided me more insights.
Thanks keep uploading more
Thank you, I will
Thanks Mam. It’s very useful. Appreciated if you post any video abt punching shear reinforcement in post tension slab with shear reinforcement.
Thanks Dinakar. Sure will upload soon.
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 😊
Very good
Thank you very much ma'am
Most welcome 😊
Is there any Excel Sheet for calculating the load distribution on Beam. ...??
Very well explained madam with Code reference
sorry for the confusion, does W and w interchangeable?
No, not interchangeable.
W - load acting on the beam(kN/m)
w - load acting on slab(kN/m^2)
Really really well explained
Great Sister
i have a question? why idealized one and 2 way loadinh to fix on both end and not simply supported?
yes Madam . I want to ask : how to calculate and analysys of inclined roof slab
will upload one video for inclined roof slab.
can you derieved that foemula
Thank u mam.. You are really best teacher. Mam I still confuse how much load carried by column(from slab and beam load)
You are welcome.Will upload detailed video for how the load transferred to column from beam and slab.
@@CivilEngineeringMastery thank u man
Thank you 😍
Welcome!
Madam, can you please provide load distribution mechanism for a cantelever slab??
Ok.
I subscribed mam. Plz upload more vedios . I am eager to learn from u.
Is it possible that the slab is square?
For square slab triangular load distribution on all four sides.
@@CivilEngineeringMastery please make a video or send a photo of how to get the loads of slab in my fb account. :Edmielene Pedro Reconoce thank you
ok.
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.
In one way slab load is carried by the shorter span only and the main reinforcement is also provided in the same direction.
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
Please learn concept, If you find that it gives wrong concept then you can tell them
thnks lucture
not mor informative