SITUATION 1 Building Data: #suspended floors 5 Floor Level 5 4 3 2 Height Dead Load (kN) (m) 3.1 4802.6 3.1 4802.6 3.1 4321.4 3.1 3602.7 1 3.1 4556.6 *Level 1 is the first suspended floor above the ground 6-10) What is the Lateral Force at Storey Level 1?(in kN) a. 135.64 b. 263.57 C. 325.83 d. None of these a Seismic Factors: Importance Factor, I Soil profile type, S Seismic Zone factor, Z Siesmic source Type 2 Near source factor, N₂ Near source factor, Ny Seismic coefficient, Ca Seismic coefficient, C, Structural System Factor, R Frame material factor, C b O C Od 1 SD 0.4 A 1.2 1.6 0.528 1.024 6 0.0488

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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urses/112300/quizzes/1785373/take/questions/29233297
Question 2
Seismic Factors:
Importance Factor, I
Soil profile type, S
Seismic Zone factor, Z
Siesmic source Type
Near source factor, Na
Near source factor, Ny
Seismic coefficient, Ca
2
Seismic coefficient, C,
Structural System Factor, R
Frame material factor, C
SITUATION 1
Building Data:
# suspended floors 5
Floor
Level
5
Height Dead Load
(kN)
(m)
3.1
4802.6
3.1
4802.6
3
3.1
4321.4
2
3.1
3602.7
1
3.1
4556.6
*Level 1 is the first suspended floor above the ground
6-10) What is the Lateral Force at Storey Level 1?(in kN)
a. 135.64
b. 263.57
C.
325.83
d. None of these
a
Ob
C
4
1
SD
0.4
A
1.2
1.6
0.528
1.024
6
0.0488
Transcribed Image Text:urses/112300/quizzes/1785373/take/questions/29233297 Question 2 Seismic Factors: Importance Factor, I Soil profile type, S Seismic Zone factor, Z Siesmic source Type Near source factor, Na Near source factor, Ny Seismic coefficient, Ca 2 Seismic coefficient, C, Structural System Factor, R Frame material factor, C SITUATION 1 Building Data: # suspended floors 5 Floor Level 5 Height Dead Load (kN) (m) 3.1 4802.6 3.1 4802.6 3 3.1 4321.4 2 3.1 3602.7 1 3.1 4556.6 *Level 1 is the first suspended floor above the ground 6-10) What is the Lateral Force at Storey Level 1?(in kN) a. 135.64 b. 263.57 C. 325.83 d. None of these a Ob C 4 1 SD 0.4 A 1.2 1.6 0.528 1.024 6 0.0488
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