Find the base shear force (V (t)) for the following building based on the given specifications, (Use static Equivalent Method). 3.20m 3.20m 5.20m 8-18.3kN/m q-7.2kN/m g-20.5kN/m q-7.2kN/m g-20.5kN/m q-7.2kN/m 5m 8-12.5kN/m q=5.3kN/m g-20.5kN/m q-7.2kN/m g-20.5kN/m q-7.2kN/m - 5.30m Any student should consider the place that he/she is living for seismic calculation and seismic parameters. The building will be design as a Residence Structural System: Cast in site RC building which seismic loads are fully resisted by frames in the high ductility level. The period of the structure (TPA for first calculation). Reduction coefficient for Live Load is 0.6 (n=0.3) Local Site Class: ZB (Durable, hard rocks) Selected Earthquake type: DD-2 Website for extracting the seismic parameters;