4.5 Wall Load Calculations for Super Imposed Dead Load [SIDL] │ Akshay Thakur
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- เผยแพร่เมื่อ 6 ก.ย. 2024
- Lecture: 4.5 Wall Load Calculations for Super Imposed Dead Load [SIDL]
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[Load Calculations and Considerations as per IS 875 and 1893 Part-1 2016] drive.google.c...
[Free] Course: Complete Design of G+3 Storey RCC Building as per IS Codes by ETABS
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Course Description: In this course, you will learn how to plan structure with respect to architectural planning and as per codal provisions of Indian Standard codes then you will learn how to use IS Codes to calculate the loads on the structure and modelling and analysis of building structure in computer software ETABS, and most importantly you will go through the design procedure of each type of structural element manually as well as with the help of MS Excel Sheets and at last how to detail your structural sections and preparation of drawings for Construction-Site Execution purpose.
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Akshay Thakur
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As a structural engineer , I can say that You have worked hard , The way you have explained it its Beautiful. keep it Up.
thank you dear....
This series of you will make you go a far ahead. Great initiative and shear effort. Thank you all the way
welcome dear...
sir im finding these videos extremely useful honestly speaking. Was searching for these type of videos for a long time which explain from start , how the design actually starts ,what are the factors to be considered, it's all just awesome from your side sir, really appreciate your work. Please do continue such practical videos. Thank you!
Dear Abhishek,
Thanks for the Feedback ...
Happy Learning!
While Calculating the plaster weight, you have deducted the depth of beam, however plaster is applied on the beams as well, so should we include the full height when calculating for plaster weight ?
you can do that as well...
that load you include that won't change your overall design because compare to load coming over beam plaster that load is negligible....
Hi , I like your videos very much cause you explained it so well.
I have request that If you are in mood please make videos on revit architecture software , if you make videos on this software I would appreciate it..
Thanks.
welcome dear.... happy learning & thanks for the suggestion...
Can you please elaborate how to calculate the brick wall load resting directly on the slab (no beam underneath)? And how to apply that wall load in slab in ETABS? Generally i apply 1.00 KN/m2 as an additional live load on the slabs, where a wall is resting without having a beam underneath.
if there is conventional brick size wall then it is good practice to provide beam underneath wall beacuse if there is no beam then excessive shear stresses may develop in slab at section under the wall...
still if you are not providing beam then the only way to apply the load is to apply distributed load over that slab by considering total weight of whole run of wall and distribute that to the slab area and apply that load as uniformly distributed.... but it is not good practice...
If possible provide hidden beam in this case, so height of floor will not be compromised and most of bending and shear both are under control...
@@AkshayThakur Yes in my case its conventional brick (250mm x 125 mm x 75 mm). For which the wall load is huge as it should. So, you are not recommending to apply any additional LL on the affected slab, right?
@@AkshayThakur According to IS 456 codal provision i am using 140 mm thick slab for my own residential building design. So my qsn is, can a hidden beam be provided within this 140 mm thickness? Or i have to provide a thin beam in inverted manner?
to answer this I'm also not alot experience one so, better to ask this in one of telegram group related to structural engineering so you'll get better opinions there from senior designers.... because for such things in every consultancy the opinion is taken by seniors....
shouldn't we deduct the openings during calculation of wall loads??
yes you can, but appropriate calculations should be made and considerations of any load on walls are should taken into consideration....
Window also has a weight...
@@IrfanShaikh-SE Right, & for consideration of all those things, I have not consider opening of its while load calculation & while assigning loads of wall so under SIDL that is also covered... so under Mass Source for Earthquake Load Calculation all things will be consider approximately....