The design base shear of the three-story building shown is 450 kN. See Figure AS- ST20. Given: Dimensions H; = 4.0 m H2 = 3.5 m H3 = 3.5 m L = 10 m Mass Weights W; = 1160 kN W2 = 1000 kN WR = 840 kN 22. Determine the shear force(kN) at the roof level, if natural period of vibration of the building T = 0.6 seconds. a. 155. 40 b. 194.50 c. 182.23 d. 211

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question

ANSWERS SHOULD BE

Answer Key

22)  194.50

23) 210.6

24) 3606

SITUATION 8.
The design base shear of the three-story building shown is 450 kN. See Figure AS- ST20.
Given:
Dimensions
H; = 4.0 m
H2 = 3.5 m
H3 = 3.5 m
L = 10 m
Mass Weights
W, = 1160 kN
W2 = 1000 kN
WR = 840 kN
22. Determine the shear force(kN) at the roof level, if natural period of vibration of the building T =
0.6 seconds.
а. 155. 40
b. 194.50
с. 182.23
d. 211
23. If the natural vibration of the building T = 0.9 seconds, determine the lateral force (kN) at the
roof level.
%3D
a. 155. 40
b. 194.50
с. 182.23
d. 210.6
24. After analysis, the shear force at each level are as follows:
Roof level = 180 kN
2nd level = 156 kN
1st level = 114 kN
How much is the overturning moment (kN-m) at the base?
а. 3606
b. 6303
c. 3680
d. 6380
Transcribed Image Text:SITUATION 8. The design base shear of the three-story building shown is 450 kN. See Figure AS- ST20. Given: Dimensions H; = 4.0 m H2 = 3.5 m H3 = 3.5 m L = 10 m Mass Weights W, = 1160 kN W2 = 1000 kN WR = 840 kN 22. Determine the shear force(kN) at the roof level, if natural period of vibration of the building T = 0.6 seconds. а. 155. 40 b. 194.50 с. 182.23 d. 211 23. If the natural vibration of the building T = 0.9 seconds, determine the lateral force (kN) at the roof level. %3D a. 155. 40 b. 194.50 с. 182.23 d. 210.6 24. After analysis, the shear force at each level are as follows: Roof level = 180 kN 2nd level = 156 kN 1st level = 114 kN How much is the overturning moment (kN-m) at the base? а. 3606 b. 6303 c. 3680 d. 6380
WR=840 kN
H=35 m
W;=1000 kN
H=3.5 m
W=1160 kN
H,-4 m
10 m
Figure AS- ST20
Transcribed Image Text:WR=840 kN H=35 m W;=1000 kN H=3.5 m W=1160 kN H,-4 m 10 m Figure AS- ST20
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps

Blurred answer
Knowledge Booster
Methods of Surveying
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning