(a)-Determine the natural frequency of vibration and mode shape corresponding to first and last mode of vibration for the shear building shown in following figure. N=2 ms=(IN) ksec/in kç= (200N) k/in mi (2N) ksec²/in k= (400N) k/in m= (3N) ksec/in kj= (600N) k/in my (4N) ksee-/in k= (800N) k/in m₁= (5N) ksee /in

(a)-Determine the natural frequency of vibration and mode shape corresponding to first and last mode of vibration for the shear building shown in following figure. N=2 ms=(IN) ksec/in kç= (200N) k/in mi (2N) ksec²/in k= (400N) k/in m= (3N) ksec/in kj= (600N) k/in my (4N) ksee-/in k= (800N) k/in m₁= (5N) ksee /in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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