is the total area load to be considered for Area 2? 7.0 KPa 4.1 KPa 2.9 KPa 3.5 KPa What is the total area load to be considered for Area 3? 6.0 KPa 4.1 KPa
What is the total area load to be considered for Area 1?
- 8.9 KPa
- 4.1 KPa
- 4.8 KPa
- 4.45 KPa
What is the total area load to be considered for Area 2?
- 7.0 KPa
- 4.1 KPa
- 2.9 KPa
- 3.5 KPa
What is the total area load to be considered for Area 3?
- 6.0 KPa
- 4.1 KPa
- 1.9 KPa
- 3.0 KPa
What is the total area load to be considered for Area 4?
- 10.1 KPa
- 5.05 KPa
- 4.1 KPa
- 6.0 KPa
Distributing the area loads from the slab to its supporting beams, what is the line load at beam, B2?
23.0 KN/m
8.65 KN/m
14.0 KN/m
We can assume beam, B2 carries nothing
What is the equivalent concentrated load for the line load at beam, B2?
184.0 KN
23.0 KN
69.2 KN
0 KN
What are the reactions (R1 and R2) at the supports of beam, B2?
R1 = 92.0 KN and R2 = 92.0 KN
R1 = 184.0 KN and R2 = 184.0 KN
R1 = 34.6 KN and R2 = 34.6 KN
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?
24.15 KN/m
11.85 KN/m
9.0 KN/m
We can assume beam, B3 carries nothing
What is the equivalent concentrated load for the line load at beam, B3?
193.2 KN
24.15 KN
94.8 KN
0 KN
What are the reactions (R1 and R2) at the supports of beam, B3?
R1 = 96.6 KN and R2 = 96.6 KN
R1 = 193.2 KN and R2 = 193.2 KN
R1 = 47.4 KN and R2 = 47.4 KN
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?
8.9 KN/m
4.8 KN/m
44.5 KN/m
We can assume beam, B1 carries nothing
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