Load calculation of slab | Slab load distribution to beams | Slab load transfer mechanism

Load calculation of slab | Slab load distribution to beams | Slab load transfer mechanism | slab

Рет қаралды 22,794

2 жыл бұрын

Hello friends!!
This video explains how to calculate loads coming on a slab, how to distribute the slab load to beams, slab load transfer mechanism, one-way slab, two-way slab, and how to provide reinforcement for one-way slabs and two-way slabs.
Keep Watching!!! Happy Learning!!!
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Пікірлер: 29

@civil_boy_-ym1wz 17 күн бұрын

Thank you very much mam

@keneilhouliesolo1883 Жыл бұрын

Very nice and clear explain.excellent 👍👍👍

@mubashirinayat05 Ай бұрын

thanks teacher ❤

@PankajSingh-me4th 4 ай бұрын

Good. Loved it

@Zeewaqar Жыл бұрын

Good explanation

@PankajSingh-me4th Жыл бұрын

You r always good ...

@ashokkumarsingh8083 Жыл бұрын

Very good

@umarjariri2465 2 жыл бұрын

Well done Engr. I am new to your channel but I found it very useful. Keep it up.

@CivilEngineeringMastery 2 жыл бұрын

Awesome, thank you!

@CivilEngineeringMastery Жыл бұрын

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@sureshkotwal656 3 ай бұрын

Superbly explained

@CivilEngineeringMastery 3 ай бұрын

Thank you 🙂

@TechMastersAcademy Жыл бұрын

Ma'am from where we got that formula for Distributing the load on Trapezoidal portion

@jaswantchawra7908 Жыл бұрын

Ly and lx are from centre of support to centre of support or these are from edge to edge of slab

@awinashanand5177 5 ай бұрын

Well

@JayJay-wv1vx Жыл бұрын

What if ly by lx is equal to 1? Use two way slab calculation?

@sathishmd3596 2 жыл бұрын

How to take crank length and continues one ways and two way slab how much extra length rod provided in Continues slab joining for resisting negative bending moment ..

@brianchu-a-kong1414 18 күн бұрын

Could you please explain a little more how you arrived at the answer for the weight of the Trapezoidal load distribution on beam B1 in your video, as when I use the figures you used, I do not get the answer you have for the load on B1. Thanks in advance, and looking forward to an early reply.

@CivilEngineeringMastery 18 күн бұрын

To calculate the trapezoidal load the formula is wlx/2(1-1/3k^2), where w is the total load on a slab, lx is the shorter span distance and k is the ratio between ly & lx. Please apply all the values in the given formula you will get the answer 5.64 kN/m on B1. Hope this clears your query.

@brianchu-a-kong1414 18 күн бұрын

Thanks for your reply. I got through with the calculation. Do you have a video on how you calculate the amount of Reinforcement required for a beam and column knowing the load that the beam and column will be carrying?

@CivilEngineeringMastery 14 күн бұрын

Please refer to the below link kzfaq.info/get/bejne/hLxlnpSDz9i0mYE.html kzfaq.info/get/bejne/ecqAi7ObnrG7dp8.html kzfaq.info/get/bejne/p7eEdt2Ssp-6dmw.html

@brianchu-a-kong1414 13 күн бұрын

@@CivilEngineeringMastery Thank you for your latest reply to me. Can you tell me what safe live load per square foot you would recommend when designing a concrete wharf for commercial use?

@CivilEngineeringMastery 13 күн бұрын

Please refer to the code IS-875 Part-2 for live loads depending on the building type. There is no standard safe live load for commercial use.

@nicolasmarie4398 Жыл бұрын

Thanks for the explanation. Please give me reference in IS Code and BS 8110 Code (if you do have it) for trapezoidal load from Slab to UDL Load on Beam. Also I wanted to know more about k (the aspect ratio). Clearly the standard is Ly/Lx to determine whether the slab is one-way or two-way. However, in some formula regarding trapezoidal load covnersion I see Lx/Ly in some I see Ly/Lx also load itelf is sometimes represented by n, w and the UDL sometimes represented by Wu or P. Your thoughts on this will be much appreciated. My formula is (n.lx)/6 x (3 - k^2) where k is Lx/Ly.

@CivilEngineeringMastery Жыл бұрын

The aspect ratio is Ly/Lx to determine whether the slab is one-way or two-way. The load can be represented by P or W(unfactored), whereas Pu & Wu represents the factored load.

@nicolasmarie4398 6 ай бұрын

@@CivilEngineeringMastery Thank you. I did not know you answered my question. I got it that you are talking about triangular, rectangular and trapezoidal load distribution and not their equivalent UDL. Apparently you can get moments directly from those load distribution and no need to conversion to UDL which seemingly makes thing easier. Please correct me if I am wrong. I also gott the source for the conversion. It is in Reynold. Again, thank you very much.