A five-story building has interior columns spaced 8m apart in two perpendicular directions. Given design loads: Roof: DL= 5 kPa LL=0 Floor: DL= 7 kPa (typical each floor) LL= 2.4 kPa (3rd, 4th and 5th floor) LL= 6 kPa (2nd floor) A. What is the total axial load on the column at second floor due to service live load, KN B. What is the total dead load on the column at ground floor in KN C. What is the total axial dead and live load at the column at ground floor in kN

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