Please correct answer 000Level 3E = 22.324 x 10° psi15 000beol = 1.00 in.deol = 0.066 in.Level 2Weight of each floor 4.13 lb15 0006.000Column1.000 |Level 10.066ShakingELEVATIONPLANThe model building you will be analyzing is shown above. Relevant properties and the shaking directionare also given above. Assume that the height of each story is 16 in.a) Use the generalized coordinate method and calculate the fundamental frequency (first naturalfrequency) of vibration for this building.

f = √E/b*d*w = √22.324 x 10⁶/1x 0.066x4.16 = 48 khz .

Answered: E = 22.324 x 10° psi beol = 1.00 in.…

Engineering

Civil Engineering

E = 22.324 x 10° psi beol = 1.00 in. deol = 0.066 in. Weight of each floor 4.13 lb 6.000 Column 1.000| 0.066

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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Question

Please correct answer

000
Level 3
E = 22.324 x 10° psi
15 000
beol = 1.00 in.
deol = 0.066 in.
Level 2
Weight of each floor 4.13 lb
15 000
6.000
Column
1.000 |
Level 1
0.066
Shaking
ELEVATION
PLAN
The model building you will be analyzing is shown above. Relevant properties and the shaking direction
are also given above. Assume that the height of each story is 16 in.
a) Use the generalized coordinate method and calculate the fundamental frequency (first natural
frequency) of vibration for this building.

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