Transverse Impact on Elastically Supported Beams PDF Download
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Author: Kenneth Edwin Barnhart
Publisher:
ISBN:
Category : Deformations (Mechanics)
Languages : en
Pages : 298
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Book Description
Author: Kenneth Edwin Barnhart
Publisher:
ISBN:
Category : Deformations (Mechanics)
Languages : en
Pages : 298
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Book Description
Author: Kulwant Singh Dhanju
Publisher:
ISBN:
Category : Flexure
Languages : en
Pages : 126
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Book Description
Author: Michael Peter Stallybrass
Publisher:
ISBN:
Category :
Languages : en
Pages : 86
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Book Description
Author: Norman Jones
Publisher: Cambridge University Press
ISBN: 9780521628907
Category : Science
Languages : en
Pages : 598
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Book Description
First time paperback of mechanical engineering reference for professionals.
Author: German Orlov
Publisher:
ISBN:
Category : Foundations
Languages : en
Pages : 152
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Book Description
Author: Shripati Narain Dubey
Publisher:
ISBN:
Category : Girders
Languages : en
Pages : 192
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Book Description
Author: M. Hetenyi
Publisher:
ISBN:
Category : Girders
Languages : en
Pages : 255
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Book Description
Author: Joseph Francis Murphy
Publisher:
ISBN:
Category : Vibration
Languages : en
Pages : 8
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Book Description
An idealized theoretical equation to calculate flexural stiffness using transverse vibration of a simply end-supported beam is being considered by the American Society of Testing and Materials (ASTM) Wood Committee D07 to determine lumber modulus of elasticity. This commentary provides the user a quantitative view of six factors that affect the accuracy of using the idealized theoretical equation, idealized assumptions, and idealized boundary conditions. The six factors that affect the calculation of the flexural modulus of elasticity are ranked in order of importance, and recommendations are given. Not covered are the precision and accuracy of the physical measurements.
Author: Thomas Herbert Berns
Publisher:
ISBN:
Category : Mechanical engineering
Languages : en
Pages : 63
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Book Description
Procedures are developed to facilitate laboratory investigation of the effects of short-duration transverse impact loading on simply supported beams. The particular beam investigated was aluminum, with constant rectangular cross-section. Six loading conditions were examined, consisting of a central impact from three heights for each of two spherical masses. Theoretical analysis was made of the frequency and deflection characteristics for ten equally spaced locations on the beam, under the assumption of Euler's beam theory. Experimental data were compared with theoretical values to give an indication of the effectiveness of the theoretical system in representing the physical system. It was concluded that the theory gives a good representation of the physical system, especially with respect to the frequency characteristics. (Author).
Author: Gerald William Norris
Publisher:
ISBN:
Category : Impact
Languages : en
Pages : 152
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Book Description
