A three-storey bldg has interior columns spaced at 6 m apart in two perpendicular directions. Loads : DL = 3.8 kPa ( for 3rd and second flr) LL = 5.6 kPa ( for 3rd and second flr)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A three-storey bldg has interior columns spaced at 6 m apart in two
perpendicular directions.
Loads :
DL = 3.8 kPa ( for 3rd and second flr)
LL = 5.6 kPa ( for 3rd and second flr).
Use reduced floor live load: L
L.(0.25 +
4.57
What is the total axial load on a column on the second floor due to
DL + LL, in KN ?
Transcribed Image Text:A three-storey bldg has interior columns spaced at 6 m apart in two perpendicular directions. Loads : DL = 3.8 kPa ( for 3rd and second flr) LL = 5.6 kPa ( for 3rd and second flr). Use reduced floor live load: L L.(0.25 + 4.57 What is the total axial load on a column on the second floor due to DL + LL, in KN ?
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