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4) According to the Turkish Seismic Design Code (TSDC 2019), the local site classes are defined as ZA, ZB, ZO. ZD. ZE and ZF, depending on the mean shcar wave velocity (V)zo of the uppermost 30 m of the soil/rock profile. Table 1 below shows the local site classes and soil types for the given (V.)30 values. Tablo 1. Local site classes in TSDO 2019 Tablo 2. Test results for the site Soil typo Sito class ZA ZB (V.) (m/s) > 1500 760-N 500 ZO Intact rock Weathered rock Very dense sand / Hard clay Medium sand / Stiff clay Loose sand / Soft clay Other Dopth (m) 5 10 15 20 25 35 40 45 360 - 760 180 - 360 V. (m/s) 234 350 451 378 820 880 960 940 ZD ZE S 180 ZF A series of shear wave velocity measurements are done for a given construction site as shown in Table 2. Prepare a script file which calculates the (V.) 3o value and the local site class. Print out the results on the screen, Sample printout format: Vs30 - 446.60 m/s Local soil class is z (Very dense sand / Hard clay). Notes: Create a dictionary for Table 2, i.e., depth_vs = {5: 234, 10: 350, ...) (1) value can be calculated by taking the mean of V. values for the first 30 m of depth. Ignore ZF site class in Table I when writing your script