Response Spectrum Analysis in STAAD as per IS code|| Dynamic and Static Load Difference

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STAAD stands for Structural Analysis and Design, the software is one of the most commonly used software used for structural Analysis and Design. It is a Product of Bentley. The software is used by students and professionals all over the world for Structural Analysis and Design.
In this video we have shown
1. Basic Difference Between Static and Dynamic Loads
2. Application Process of Dynamic Loads as per Response Spectrum Method in STAAD. Pro Software (IS 1893 : 2016)
Check Out My Udemy Courses
1. Building Design Using Tekla Structural Designer:
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Опубликовано:

21 окт 2024

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Комментарии : 8

@garvitkalla5230 9 месяцев назад

You can define seismic weight by using mass model generator, which can make your work more efficient.

@MainakChoudhury 7 месяцев назад

It's not available in the version which I have.

@saicharan11137 6 месяцев назад

should we also add time definition

@fazalarju Год назад

You have not given time period in X and y direction while defining seismic load. I.e you are taking time period for bare frame I.e 0.075h^0.75 But, for masonry in fill wall you must take T=0.09h/sqrt(d). Other wise you will get incorrect and less seismic base reaction.

@MainakChoudhury Год назад

The formulae you have mentioned is as per IS 1893(Part1) 2016, 7.6.2 (d) and yes you are correct we have to consider it. Thanks for mentioning this.

@kamalkumawat5919 Год назад

Sir in response spectrum analysis you consider positive x, z direction but you not consider -x, -z direction in spectrum analysis why?

@MainakChoudhury 9 месяцев назад

Because in Load Combination already +ve and -ve wll be considered. However for wind load we need to consider all the directions as the coefficients are different for each side.