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

[@garvitkalla5230]

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

[@MainakChoudhury]

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

[@saicharan11137]

should we also add time definition

[@fazalarju]

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]

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]

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

[@MainakChoudhury]

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.

[@kuldeepmi-o6y]

2.5GX ??IN RSX?