EARTHQUAKE ENGINEERING PROBLEM: USE NSCP 2015 IN SOLVING THE PROBLEM BELOW. SITUATION 3 – The design base shear of the three-storey building is 450 kN.Given:Storey Weights:W1 = 1160 kNW2 = 1000 kNW3 = 840 kNDimensions:H1 = 4.0 mH2 = 3.5 mH3 = 3.5 mа.Determine the shear force (kN) at the roof level, if the natural period of vibration of the building T = 0.6 second.b. If the natural vibration of the building T = 0.9 sec, determine the lateral force (kN) at the roof level.C.How much is the overturning moment at the base if T = 0.9 sec?

We have to determine shear force at the roof level and natural vibration of the building and…

SITUATION 3 - The design base shear of the three-storey building is 450 kN. Given: Dimensions: Storey Weights: W1 = 1160 kN W2 = 1000 kN W3 = 840 kN H1 = 4.0 m H2 = 3.5 m H3 = 3.5 m Determine the shear force (kN) at the roof level, if the natural period of vibration of the building T = 0.6 second. b. If the natural vibration of the building T = 0.9 sec, determine the lateral force (kN) at the roof level. How much is the overturning moment at the base if T 0.9 sec? a. с.

SITUATION 3 - The design base shear of the three-storey building is 450 kN. Given: Dimensions: Storey Weights: W1 = 1160 kN W2 = 1000 kN W3 = 840 kN H1 = 4.0 m H2 = 3.5 m H3 = 3.5 m Determine the shear force (kN) at the roof level, if the natural period of vibration of the building T = 0.6 second. b. If the natural vibration of the building T = 0.9 sec, determine the lateral force (kN) at the roof level. How much is the overturning moment at the base if T 0.9 sec? a. с.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.18P: For the data given in this problem, determine the magnitude of the active thrust on the wall...

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