B4 8000 AREA 1 AREA 2 B1 B2 B3 || || || || || || || || B5 2000 AREA 3 1 I B6
Given the following framing (PLEASE SEE ATTACHED IMAGE)
DEAD LOADS
Slab 2.4 KPa
Floor finishes 0.2 KPa
Ceiling and utilities 0.3 KPa
LIVE LOADS
Office 2.4 KPa
Public access 4.8 KPa
Storage 3.0 KPa
Note:
Dimensions are in mm
Consider that the dead loads the same in all areas
The slab also carries the ceiling and utilities of the floor below
Area 1 = Office
Area 2 = Storage
Area 3 = Public access
INCLUDE SOLUTIONS
1. What is the total area load to consider for Area 1?
a. 5.3 KPa
b. 2.9 KPa
c. 2.4 KPa
d. 13.1 KPa
What is the total area load to consider for Area 2?
a. 5.9 KPa
b. 2.9 KPa
c. 3.0 KPa
d. 13.1 KPa
What is the total area load to consider for Area 3?
a. 7.7 KPa
b. 2.9 KPa
c. 4.8 KPa
d. 13.1 KPa
What is the equivalent line load that beam B2 will carry from the loads in Area 1?
a. 10.6 KN/m
b. 21.2 KN/m
c. 4.8 KN/m
d. 9.6 KN/m
What is the equivalent line load that beam B2 will carry from the loads in Area 2?
a. 8.85 KN/m
b. 23.6 KN/m
c. 17.7 KN/m
d. 4.5 KN/m
What is the total line load that beam B2 will carry
a. 19.45 KN/m
b. 11.2 KN/m
c. 44.8 KN/m
d. 9.3 KN/m
Step by step
Solved in 2 steps with 2 images
What is the equivalent line load that beam B2 will carry from the loads in Area 1?
a. 10.6 KN/m
b. 21.2 KN/m
c. 4.8 KN/m
d. 9.6 KN/m
What is the equivalent line load that beam B2 will carry from the loads in Area 2?
a. 8.85 KN/m
b. 23.6 KN/m
c. 17.7 KN/m
d. 4.5 KN/m
What is the total line load that beam B2 will carry
a. 19.45 KN/m
b. 11.2 KN/m
c. 44.8 KN/m
d. 9.3 KN/m
by Bartleby Expert
