![]() ![]() Next you have to define the seismic weights. Also in the technical reference manual in section 5.31.2.5, you will find some information regarding these. In IS-1893 the corresponding values are given. ![]() In this particular part, those parameters like zone factor, performance factor or the soil type have to be defined to calculate the “Response acceleration coefficient”. On basis of those factors using the standard formula, defined in any standard code, the seismic load is calculated. To calculate the seismic load acting on the structure, there are different parameters which should be defined at first. First you have to define the seismic load and then you have to assign the load to the structure. To assign a seismic load in a structure there are two steps.
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