Quick response Evaluate the natural frequency (radian/second) and natural period for theExamplek = 45 kN/mL= 4 mm = 10 kN/mE= 20000 MPa-4I= 1.5 x 10mk = 45 kN/mL= 3.5 m(b)E = 25000 MPaI = 1 x 10 mk = 40 kN/m-44RADm D 12 kN/mPublicationsL= 5 m(c)k = 30 kN/mE = 22000 MPa4m = 30 kN/m-41 = 1.1 x 10 m*m = 18 kN0.17 L0.83 L(d)L = 6 mE = 18000 MPaI= 1.4 x 10* m

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Evaluate the natural frequency (radian/second) and natural period for the Example hetural systems shown below in figure. k = 45 kN/m L=4 m m = 10 kN/m E= 20000 MPa I= 1.5 x 10 m k = 45 kN/m L= 3.5 m (b) E = 25000 MPa k = 40 kN/m I = 1 x 10 m MADP m= 12 kN/m L= 5 m (c) PublicationS k = 30 kN/m E = 22000 MPa m = 30 kN/m I = 1.1 x 10 m m = 18 kN O 0.17 L 0.83 L L = 6 m E = 18000 MPa 4 I = 1.4 x 10 m*

Evaluate the natural frequency (radian/second) and natural period for the Example hetural systems shown below in figure. k = 45 kN/m L=4 m m = 10 kN/m E= 20000 MPa I= 1.5 x 10 m k = 45 kN/m L= 3.5 m (b) E = 25000 MPa k = 40 kN/m I = 1 x 10 m MADP m= 12 kN/m L= 5 m (c) PublicationS k = 30 kN/m E = 22000 MPa m = 30 kN/m I = 1.1 x 10 m m = 18 kN O 0.17 L 0.83 L L = 6 m E = 18000 MPa 4 I = 1.4 x 10 m*

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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