Seismic analysis As per IS1893 2002 in Staad Pro best explained
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- เผยแพร่เมื่อ 16 ก.พ. 2016
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Really appreciate your efforts... Thank you
Thank you dear for your motivating feedback.... please Like and Subscribe to support my channel
Helpful! Thanks from Dhaka
You are welcome 😊 .... please like the video to support me
Tysm sir 😊 for proper explanation.
meghna more u r welcome .....I have a complete training series of Staad pro tutorials on this channel... if u feel any problem u can ask for help on monimalikn73@gmail.com ......kindly share the videos as much as u can on Facebook and WhatsApp with your friends
+Jags 22079 okay sir 😃😃😊 ty
sir please can you make video on" analysis of multistorey building with shear wall"
Hi, may i know how your 'output viewer' shows the results by level/metre? Because mine shows the results according to node and beam which im not sure those belongs to which height since my structure has 33 floors height. Its hard for me to analyse by one by one
Thanks
while generating the seismic forces it shows creation failed in that case what should i do?
upload a video about how calculate various loads for staad specially floor load and udl
Please say about warning in seismic loads after analyze the structure
why the member weight 15 KN\m is provided during seismic definition
All the member wall load
how would steel bars effect the modulus of elasticity of concrete section? I need the moment of inertia and modulus of elasticity of reinforced concrete section with effect of percentage of steel. actually I need it because I need stiffness of column to calculate the stiffness of whole story of the building. I modeled a RC building in etabs. etabs gives me stiffness of the story after I run the analysis. but i haven't even run design. How did it calculate the story stiffness even before the reinforcement percentage in column is determined. Is it calculating stiffness of columns with no reinforcement in it ? or is it calculating stiffness of column with minimum required percentage of steel? will it change the stiffness of columns and then the stiffness of whole story after I run design in accordance with the amount of steel it calculates for each column? is the stiffness of the whole story sum of stiffnesses of all the columns of that story?
instablaster...
my project is on sesimic analysis of prestressed concrete frames
sesimic analysis and design G+20 multistorey buliding by using STADD.pro
hello sir in my staad pro when i click generate is showing creation failed ...plz help wht should i do.
on what basis that you are taken member weight as 15 and damping ratio as 0.5
can you please explain
damping ratio should be 0.05.
How you consider the load of member weight ? What does UNI mean? It will be a very informative video if you would have showed the manual calculation else it is like we have to accept the values and when we do the same thing for our project, we are blank.
and also explain column and beam design in staad pro
+meghna more hey here is the video as u requested. th-cam.com/video/2B9JWyU0QEk/w-d-xo.html
Please share the video as much as u can
please explain abt seismic analysis of water tank structure in staad pro
Sure.... Please Like and Subscribe to support the channel
sir why u don't consider seismic in -x & -z direction
What about Damping Ratio ???
Sir when i am clicking generate then a dialog box appear which says that 'creation Failed'. Please solve this issue.4:15
Yeah me too facing problem how to fix this ??
Hi... please its problem in your staadpro software..plz download new and enjoy
Sir what about dead load of building and live load
Again what about load combinations
well your video is good in short u explained almost all aspects but at the same time you should take a example of which u have manually calculated the answer so for the better understanding what is the error and what not.
Thank You
hi , in the seismic definitions you have given member weight as 15kN/m2 . what is this value actually ?? kindly write to me
I guess it is total weight of all the members excluding slab divided by the plan area.
how to calculate member load ?
Sir can you please tell me if base isolaters can be provided in stadd pro?
I guess no.. But you can provide it in etabs or SAP
While giving member load UNI, how did you get the value 15? Please explain.
Even what does UNI mean?
@@burhanadenwala6803 Uniform
But what I'm not getting is how did he get 15
@@mystogan1186 it is the weight of masonry wall on each beams
How to define mass scource for live load like for LL=3kN ---0.25% and above 0.5%
Bro,
I can see the other result but unable to find a lateral force distribution of each floors in output result. I have applied all the parameters as you shown in this tutorial. Please, suggest , how to rectify?
Same
What method of seismic analysis is this ? If it is static analysis, it is either 'Equivalent static analysis' or 'non linear static analysis (pushover analysis) ? Please respond, sir !
Watch this
Seismic design using Interactive Design in Staad Pro th-cam.com/video/XijrffDmer0/w-d-xo.html
For dynamic analysis Response Spectrum Analysis (Dynamic) in Stadd Pro v8i on IS1893 Best explained th-cam.com/video/KcrVbkxW5_c/w-d-xo.html
sir pls explain introduction to fem
+meghna more sure dear just give me some time
please shear earth quake resistant rcc chimney design 300 m
Where did you get the member weight as 15kn/m
I think it is specified to consider the weight coming from the wall as UDL -- (3.3m wall height - 0.3m beam depth)*0.25m exterior wall thickness*19.2kN/m3 unit weight of brick wall - roughly 15kN/m.
How you take pressure can you plz explain ,wich type of thickness you are taking about?
Slab thikckness
While defining member weight .....why do you choose UNI what does it mean
It is Uniformly Distributed Load with with same load intensity at start and end point. Normally it is used to represent the weight of the wall.
Please i want tutorials on IBC OR asce analysis on staad pro
Sure ....kindly give me some time to make that video for u ...... kindly subscribe and hit bell icon so that u get notifications when I upload that video
Sir beams aur columns ko koi property assign kyu nahin ki...jaise purane videos me karte he..bina property assign kare hi sesismic loads laga diye
Sir 1893-2016 new code aaya hai use ke anusar kese load use karenge
architect creations let me go through that .... after that i will post a video on that
sir can you please explain the design of a cooling tower with all the essential loading (dead load, live load, static and dynamic seismic load, wind load. i will b very grateful. I have also sent you an email. please help me out here sir.
Damping ratio is 5% itself. Why have you changed to 0.5%?
Sir i have a problem. The problem is that after doing analysis staad showing that " udl is not define for member 3 or 4 etc......" so what is thr problem ? And how can i remove it???? Sir please help me.
I can’t suggest anything with the information u have provided .... i need to see the model
@ 7:52 why you give damping ratio as 0.5%? It should be 5% for RCC structures.
he said .05 i think and it means 5%
Exactly ! It is 5%.. I too have that doubt.
5% is as per IS CODE
dont we need to apply dead load??
Surely we need to apply .... but i was just focusing on the seismic part
Water tank Mai kese lagayege? Seismic load
Same way
@@Jags22079 yr building alag structure hota hai or water tank different to atleast bto yr kese krna hai water tank mai
Can you suggest me how to get full version of staddpro coz every time it only give 7 days trail even after following all steps to activate ??
I have uploaded a new video for that .... please follow it ... it is happening because of you have some file left of your previous installation
@@Jags22079 thnx
Please like the video to support
Sir during loading....staad will automatically calculate the slab load or we have calculate it?
You assign the slab load during seismic load in this video
We have to assign.
SIR HERE ONE THING PLEASE EXPLAIN ME WHY YOU ARE PUTTING HERE MEMBER WEIGHT 15KN/M IN SEISMIC LOAD
Its a rough assumption
@@Jags22079 Wrong bro You should learn is 875 all 5 part .....Thast is dead load of the the building then + 50% of live load
Bhai , voice bhut thodi hai , jor se bola kar thoda
Aagle video me sure