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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 3.
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
Transcribed Image Text:Problem 3. 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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