A SITUATION.A three-story building has interior columns spaced 8-m apart in two perpendicular directions.Given Design Loads:Roof DL = 5.0 kPaFloor DL (typical each floor) = 7.0 kPaRoof LL = 03rd Floor LL = 2.4 kPa2nd Floor LL = 6.0 kPaIn accordance with NSCP provisions, reduced design floor liveload, L = Lo (0.25+4.57/ VAi)%3Dwhere:Lo = unreduced live load'Ai = influence area = 4 x tributary area for a column%3D%3DBased on the tributary area of an interior column,What is the total axial load (kN) on a column at the second floor level due to service LL?82.376.8164.5153.6 (continuation)What is the total axial load (kN) on a column at the ground floor level due to service LL?268.8537.6288.0466.3(continuation)What is the total dead load (kN) on a column at the ground floor level?186416829321216

Axial load : The force operating on an item parallel to and on its axis is known as axial load. Due…

SITUATION. A three-story building has interior columns spaced 8-m apart in two perpendicular directions. Given Design Loads: Roof DL = 5.0 kPa %3D Floor DL (typical each floor) = 7.0 kPa Roof LL 0 3rd Floor LL = 2.4 kPa 2nd Floor LL = 6.0 kPa In accordance with NSCP provisions, reduced design floor live load, L = Lo (0.25+4.57/ VAi ) %3D where: Lo = unreduced live load' Ai = influence area = 4 x tributary area for a column Based on the tributary area of an interior column, What is the total axial load (kN) on a column at the second floor level due to service LL? 82.3 76.8 164.5 153.6