A three-storey bldg has interior columns spaced at 4 m apart in two perpendicular directions. Loads: DL 2.9 kPa ( for 3rd and second flr) LL 1.1 kPa ( for 3rd and second flr) 4.57 Lo (0.25 + VA, Use reduced floor live load : L = What is the total axial load on a column on the second floor due to DL LL, in KN ?

A three-storey bldg has interior columns spaced at 4 m apart in two perpendicular directions. Loads: DL 2.9 kPa ( for 3rd and second flr) LL 1.1 kPa ( for 3rd and second flr) 4.57 Lo (0.25 + VA, Use reduced floor live load : L = What is the total axial load on a column on the second floor due to DL LL, in KN ?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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