What is the total area load to be considered for Area 1? a. 8.9 KPa b. 4.1 KPa c. 4.8 KPa d. 4.45 KPa What is the total area load to be considered for Area 2? a. 7.0 KPa b. 4.1 KPa c. 2.9 KPa d. 3.5 KPa What is the total area load to be considered for Area 3? a. 6.0 KPa b. 4.1 KPa c. 1.9 KPa d. 3.0 KPa What is the total area load to be considered for Area 4? a. 10.1 KPa b. 5.05 KPa c. 4.1 KPa d. 6.0 KPa Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B2? a. 23.0 KN/m b. 8.65 KN/m c. 14.0 KN/m d. We can assume beam, B2 carries nothing What is the equivalent concentrated load for the line load at beam, B2? a. 184.0 KN b. 23.0 KN c. 69.2 KN d. 0 KN What are the reactions (R1 and R2) at the supports of beam, B2? a. R1 = 92.0 KN and R2 = 92.0 KN b. R1 = 184.0 KN and R2 = 184.0 KN c. R1 = 34.6 KN and R2 = 34.6 KN d. R1 = 56.0 KN and R2 = 56.0 KN Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B3? a. 24.15 KN/m b. 11.85 KN/m c. 9.0 KN/m d. We can assume beam, B3 carries nothing What is the equivalent concentrated load for the line load at beam, B3? a. 193.2 KN b. 24.15 KN c. 94.8 KN d. 0 KN What are the reactions (R1 and R2) at the supports of beam, B3? a. R1 = 96.6 KN and R2 = 96.6 KN b. R1 = 193.2 KN and R2 = 193.2 KN c. R1 = 47.4 KN and R2 = 47.4 KN d. R1 = 36.0 KN and R2 = 36.0 KN Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B1? a. 8.9 KN/m b. 4.8 KN/m c. 44.5 KN/m d. We can assume beam, B1 carries nothing
What is the total area load to be considered for Area 1?
a. 8.9 KPa
b. 4.1 KPa
c. 4.8 KPa
d. 4.45 KPa
What is the total area load to be considered for Area 2?
a. 7.0 KPa
b. 4.1 KPa
c. 2.9 KPa
d. 3.5 KPa
What is the total area load to be considered for Area 3?
a. 6.0 KPa
b. 4.1 KPa
c. 1.9 KPa
d. 3.0 KPa
What is the total area load to be considered for Area 4?
a. 10.1 KPa
b. 5.05 KPa
c. 4.1 KPa
d. 6.0 KPa
Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B2?
a. 23.0 KN/m
b. 8.65 KN/m
c. 14.0 KN/m
d. We can assume beam, B2 carries nothing
What is the equivalent concentrated load for the line load at beam, B2?
a. 184.0 KN
b. 23.0 KN
c. 69.2 KN
d. 0 KN
What are the reactions (R1 and R2) at the supports of beam, B2?
a. R1 = 92.0 KN and R2 = 92.0 KN
b. R1 = 184.0 KN and R2 = 184.0 KN
c. R1 = 34.6 KN and R2 = 34.6 KN
d. R1 = 56.0 KN and R2 = 56.0 KN
Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B3?
a. 24.15 KN/m
b. 11.85 KN/m
c. 9.0 KN/m
d. We can assume beam, B3 carries nothing
What is the equivalent concentrated load for the line load at beam, B3?
a. 193.2 KN
b. 24.15 KN
c. 94.8 KN
d. 0 KN
What are the reactions (R1 and R2) at the supports of beam, B3?
a. R1 = 96.6 KN and R2 = 96.6 KN
b. R1 = 193.2 KN and R2 = 193.2 KN
c. R1 = 47.4 KN and R2 = 47.4 KN
d. R1 = 36.0 KN and R2 = 36.0 KN
Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B1?
a. 8.9 KN/m
b. 4.8 KN/m
c. 44.5 KN/m
d. We can assume beam, B1 carries nothing
![A
B
1
1. Live Loads
AREA 2
B2
a. Hallway
b. Laboratory
Given the following framing and loading details
A. Area Loads
c. Ward
d. Light Storage
B. Dimensions
A = 4m
B = 3m
C = 3m
= 2m
AREA
B1
AREA
2. Dead Loads
a. Slab
b. Topping and finishing
c. Ceiling and utilities
Hallway
Laboratory
B3
4.8 KPa
2.9 KPa
1.9 KPa
6.0 KPa
2.4 KPa
1.2 KPa
0.5 KPa
AREA 4
D
E = 8m
C. Occupancy/Use
Area 1
Area 2
Area 3
Ward
Area 4
Light Storage
* Assume Dead Loads are applicable to all areas
* Neglect self-weight of beams and walls
* Assume beams B1, B2, and B3 are simply supported
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