Strength And Elasticity of Structural Members
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In our eReader you can find the full English version of the book. Read Strength And Elasticity of Structural Members Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Strength And Elasticity of Structural Members
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As the load travels from A towards K the bending moment at K is R l (I - x\ and as R^ keeps on increasing, the bending moment increases. After the load passes K, the bending moment at K diminishes since its value is now R z x #, and R% diminishes as the load rolls on. Therefore the maximum value of the bending moment at K occurs when the load is at K, and Max. M K =R 1 (la), or R 2 x 7 /-# = W j- x.
The diagram of maximum bending moments is therefore a parabola I Wl the ordinate at the centre, ...where # = -, being - . (Fig. 128. ) SHEARING FORCE. The shearing farce at K as the load moves towards the section from the left is positive, and equal to It^. This 118 BENDING MOMENTS AND SHEARING FORCES [CHAP.
positive shearing force at K increases with R^ as the load moves towards K, and when W is indefinitely near to K its value is W + I*' When the load just passes K the shearing force becomes negative, and equal to W W ^x-W=-^(l-x} = -R, and as the load moves on towards B the shearing force at K diminishes numerically as R z diminishes.
What to read after Strength And Elasticity of Structural Members?
You can find similar books in the "Read Also" column, or choose other free books by R J Woods to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
As the load travels from A towards K the bending moment at K is R l (I - x\ and as R^ keeps on increasing, the bending moment increases. After the load passes K, the bending moment at K diminishes since its value is now R z x #, and R% diminishes as the load rolls on. Therefore the maximum value of the bending moment at K occurs when the load is at K, and Max. M K =R 1 (la), or R 2 x 7 /-# = W j- x.
The diagram of maximum bending moments is therefore a parabola I Wl the ordinate at the centre, ...where # = -, being - . (Fig. 128. ) SHEARING FORCE. The shearing farce at K as the load moves towards the section from the left is positive, and equal to It^. This 118 BENDING MOMENTS AND SHEARING FORCES [CHAP.
positive shearing force at K increases with R^ as the load moves towards K, and when W is indefinitely near to K its value is W + I*' When the load just passes K the shearing force becomes negative, and equal to W W ^x-W=-^(l-x} = -R, and as the load moves on towards B the shearing force at K diminishes numerically as R z diminishes.
What to read after Strength And Elasticity of Structural Members?
You can find similar books in the "Read Also" column, or choose other free books by R J Woods to read onlineMoreLess
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