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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:SITUATION.
A three-story building has interior columns spaced 8-m apart in two perpendicular directions.
Given Design Loads:
Roof DL = 5.0 kPa
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
%3D
%3D
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

Transcribed Image Text:(continuation)
What is the total axial load (kN) on a column at the ground floor level due to service LL?
268.8
537.6
288.0
466.3
(continuation)
What is the total dead load (kN) on a column at the ground floor level?
1864
1682
932
1216
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