Seismic analysis As per IS1893 2002 in Staad Pro best explained 

Really appreciate your efforts... Thank you

sir please can you make video on" analysis of multistorey building with shear wall"

Helpful! Thanks from Dhaka

why the member weight 15 KN\m is provided during seismic definition

while generating the seismic forces it shows creation failed in that case what should i do?

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

Tysm sir 😊 for proper explanation.

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.

please explain abt seismic analysis of water tank structure in staad pro

Sir when i am clicking generate then a dialog box appear which says that 'creation Failed'. Please solve this issue.4:15

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

Damping ratio is 5% itself. Why have you changed to 0.5%?

sesimic analysis and design G+20 multistorey buliding by using STADD.pro

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

on what basis that you are taken member weight as 15 and damping ratio as 0.5 can you please explain

upload a video about how calculate various loads for staad specially floor load and udl

sir why u don't consider seismic in -x & -z direction

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 !

Please say about warning in seismic loads after analyze the structure

How to define mass scource for live load like for LL=3kN ---0.25% and above 0.5%

Sir 1893-2016 new code aaya hai use ke anusar kese load use karenge

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?

Sir what about dead load of building and live load Again what about load combinations

@ 7:52 why you give damping ratio as 0.5%? It should be 5% for RCC structures.

hello sir in my staad pro when i click generate is showing creation failed ...plz help wht should i do.

my project is on sesimic analysis of prestressed concrete frames

While giving member load UNI, how did you get the value 15? Please explain.

please shear earth quake resistant rcc chimney design 300 m

While defining member weight .....why do you choose UNI what does it mean

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?

How you take pressure can you plz explain ,wich type of thickness you are taking about?

Please i want tutorials on IBC OR asce analysis on staad pro

and also explain column and beam design in staad pro

Where did you get the member weight as 15kn/m

What about Damping Ratio ???

hi , in the seismic definitions you have given member weight as 15kN/m2 . what is this value actually ?? kindly write to me

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.

Water tank Mai kese lagayege? Seismic load

Thanks

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 ??

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

sir pls explain introduction to fem

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.

SIR HERE ONE THING PLEASE EXPLAIN ME WHY YOU ARE PUTTING HERE MEMBER WEIGHT 15KN/M IN SEISMIC LOAD

Sir can you please tell me if base isolaters can be provided in stadd pro?

how to calculate member load ?

dont we need to apply dead load??

Bhai , voice bhut thodi hai , jor se bola kar thoda