(CE Board Nov 2012) A three storey 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 floor) LL= 6 (2nd floor) In accordance with NSCP provisions, reduced floor live load. L=1 (25- A, L=L, (0.25+ (0.25+ 452) a. What is the total axial load on a column at the second floor due to service live load? b. What is the total axial load on a column at the ground floor due to service live load?
(CE Board Nov 2012) A three storey 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 floor) LL= 6 (2nd floor) In accordance with NSCP provisions, reduced floor live load. L=1 (25- A, L=L, (0.25+ (0.25+ 452) a. What is the total axial load on a column at the second floor due to service live load? b. What is the total axial load on a column at the ground floor due to service live load?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:a. What is the total axial load on a column at the second floor due to service
live load?
b. What is the total axial load on a column at the ground floor due to service
live load?
c. What is the total dead load on a column at the ground floor level?
O 82.3 , 288, 1196
O 72.3 , 278 , 1206
O 82.3 , 278 , 1226
O 82.3 , 288, 1216
Transcribed Image Text:(CE Board Nov 2012) A three storey 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 floor)
LL= 6 (2nd floor)
In accordance with NSCP provisions, reduced floor live load.
+ 4.57)
L=L, (0.25
/A,
a. What is the total axial load on a column at the second floor due to service
live load?
b. What is the total axial load on a column at the ground floor due to service
live load?
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