Thank you for sharing detail calculation for seismic analysis as per IS code, Kindly if possible upload irregular building plan with atleast 2 basement floor with retaining wall
While calculating selfweight of beam we don't need to take it's depth as 450 mm and we need to substract slab thickness from it so the beam thickness for calculation is 0.3 m
Just understand the concept... Other then values were taken totally wrong.. but writing the correct answer.. before post .. atlest creator have to watch it then post.. whatever thanks.. for clearing the concept 💓
![Lecture 1 Dynamic Loads, Earthquake & Plate Tectonics [Structural Mechanics]](/img/1.gif)
1. Why 14m in Y-direction?
2. What is Floor Finish factor? have you considered 0.8kN/sq m as floor finish load?
The plan size is 24 by 16. Not 24 by 14. You have substituted 14 in place of 16 in your load calculation.
@JP SHORTS seri pa ne sonna mathiri edithukiran
@JP SHORTS same pinch.. please in english...
No matters what is the value has been taken, the importance is your concept is cleared or not related to that perticular topic...😊👍
this is very useful for every Structural Engineers
Thank you Ma'am. Just 1 correction, slab size is 24meterx16meter. Not 24x14.
Plan Dimensions took wrong.
In Y-Direction is 16m
How bro
Yes
The result is actually based on 16m because 24*16*0.15*25 is 1440. It is true for other calculations too, you can check.
@@Rakeshrocky19983 abbe check kar le 4*4=16 not 14
Yes
9:40 in Y direction , it should be 16 ....... right ?
maam y did u take height of building for calculating dead load of slab ???
Please help me understand why at the end we’re multiplying (5x6) and (4x7) 🙏🙏
Please upload a video on beam design in a building or complete design of building including slab column beam foundation manually
Thanks a lot...
Specially helpful for gtu students...👍
Very helpful video, Thanku !sir
Longi beam 6x5 how ?? At 24:35
Do you have any video of complete analysis and design of G+ storey building pls share
Thank you. For manually design of the building you can watch the link given below
ruclips.net/p/PLhdyUvPzcRzwj4P4EXtHZevpJDgIPQk4j
@@cwillstructures thank you so much am very grateful if you will share your whatsap no pls 9625998855
@@saudkhan2870 don't be creepy man🙏
Thanku.... For explaining like this.... 👍
Thank you for sharing detail calculation for seismic analysis as per IS code, Kindly if possible upload irregular building plan with atleast 2 basement floor with retaining wall
Super explanation mam! thanks 🔥
While calculating selfweight of beam we don't need to take it's depth as 450 mm and we need to substract slab thickness from it so the beam thickness for calculation is 0.3 m
Please tell how to distribute this load on each frame in corresponding direction
Thank you mam you teach is professional thank you so much dear mam
as i thins it's not slab 24x14 it's 24x16 even if it's 24x14
how did you get 1440 from 24x14x0.15x25
Slab size is 24mx16m
Mam how to design extra bar in beam.......???? Also end support of column and mid span
have u just skipped to calculate base shear & seismic force? Or I skipped it?.. i was searching these2 calculations only
also the dimension is 24X 16m
Outstanding explanation.Thank you madam
Well Explained..Thank you so much
How to design extra bars in beam???
its 25 kn per cubic meter density of just concrete but in slab its reinforced concrete so dont we have to consider the density of reinforcement??
Thanks a lot 👍👍
Just understand the concept... Other then values were taken totally wrong.. but writing the correct answer.. before post .. atlest creator have to watch it then post.. whatever thanks.. for clearing the concept 💓
HOW POSSIBLE :- 24X14X0.15X25 is 1440 KN the correct is 1260 kN AND HOW :- 24X14X0.8 is 307.2 the correct ans is 268.8 I Confuse plz help me
24 x 16 x 0.15 x 25 =1440
16 hoga uhapar
Maam can u plzz explain the process of assigning and analysing seismic load in staad pro plzz maam
Hai tumm bhaut aaachi hoo
Thnx for this video mam make some more videos on structure design
Thank you for Sharing this
helpful sir
How can I contact you ....I need your help to make a school building
Ladki dekhi nahi bikh manga shuru. Self Respect namki koi cheez hi nahi hai.😁😆
Nice work
Can done for steel structure
Nice details expalpcine
Ma'am please do wind load and also load combination as per code
Also prepare video in IS 13920 2016 Mam.
What is reversible moment..?? Can anyone explain me.??
Please make a video about response spectrum analysis?
Sure will try for soon
Yes
Plz use the units of length ,width and depth in feet, inches for the design of one way, two way slab,beam and column.
No, feet and inches are confusing
Please calculation of Floor finish = 24X14X0.8=268.8KN but your value is 307.2kN calculated by you. how?
bcoz of size should be of 24×16 not 24×14.
Elango K
Ma'am everything was superb but there was no final conclusion in the video
Please,,, Describe how to earthquake load is calculated from IS 1893(2016)*
Why 14 at y?
As per your calculations the value of DL of slab is 1260
👍🏻👍🏻
very interesting
Transverse direction length is 16m
Aapke pass pdf note hai
🙏🙏🙏
In y direction it will come 16 not 14
Floor area 24x16
Bay in x is 6
slab y direction width is 16 not 14 i guess
Plan size is 24 x 16
longitudinal beams 6*5 ..30
How.?
just put 3.5m not 4m in each bay in y-direction=14m
Live load Calcultion 😕
Y direction mein galat likh diyaa 16 hona chaahiye thaa aur aapne 14 likh diyaa
Y is 4 *4=16
Its not 14 its 16
Lateral length
its not 14 its 16 and 24 × 14 × 0,15 × 25 = 1260 kN not 1440 kN
Y dirn it is 16m
Transverse beams, not traverse beams.
My bad😂
Plan size wrong
Y direction 16 m hai calculate 1440 hai
Like
Ma'am agar hindi aati hai toh usme hi video bana lo hum usme zyada achhe se samjhenge 😢
Why don't you reply maam.?
🤣🤣🤣🤣
@@shaikirshad2872 , she has no mouth ...
No yaar bht sweet voice hy aunty ki
@@shaikirshad2872 , to thoda hum ko answer dena chahiye ... Bahut students follow karte hain ...
Lol🤣🤣🤣
U r cute
Your plan sizes is not correct 😂😂😂😂
Madamm G kam ki bateen kea kro sirf.. go to the point kall paper ha.... Time nhi ha...
You should have calculated this somewhere before coming to teach.
Your solution us full of mistakes and you didn't even realise.
the Y direction is 16m
Slab length in y direction is 16m
Not a 14m
Do u want to say that?
@@yogeshgoyal5133 yes can you tell me the answer
Super explanation mam! thanks 🔥
Super explanation mam! thanks 🔥