Given the ff. data of dynamic lateral force procedure for buildings: Period of vibration: T = 0.8 sec Spectral velocity, Sv = 0.15 m/sec K = 15 158 kN/mm Total W = 2400 kN Give the maximum relative displacement,the value of spectral acceleration,value of the lateral force of the tank in kN,the value of the maximum base shear in kN.

Given the ff. data of dynamic lateral force procedure for buildings: Period of vibration: T = 0.8 sec Spectral velocity, Sv = 0.15 m/sec K = 15 158 kN/mm Total W = 2400 kN Give the maximum relative displacement,the value of spectral acceleration,value of the lateral force of the tank in kN,the value of the maximum base shear in kN.

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 16.9P

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