Strength And Elasticity of Structural Members
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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204.
Fig. 205.
The curve of slope (Fig. 204) is got from the bending moment curve.
The maximum slope at the end represented by the ordinate A"D" is the area of the triangle A' CD' multiplied by -^ m 4 • ll_ 2Ef WP i6Er The slope at the centre is zero.
To find the deflection curve (Fig. 205). The deflection at the ends = 0, and the maximum deflection at the centre is represented by the area of the semi-parabola A"C'D'\ Ui 2 WP I _1^ ^3 16 "" ^"^ Ef 1 WP 48 EI' (2) Find the deflection of a unifor...m beam supported at the ends and loaded symmetrically with two equal loads (Fig. 206).
Fig. 207 is the bending moment curve, and Fig. 208 the curve of slopes. The slope at the centre is zero. The greatest slope is at the ends, and is equal to the area of the bending moment diagram between the end and centre multiplied by -™.
as represented by the ordinate A'E'.
VIIl] DEFLECTION OF BEAMS 191 The maximum deflection is at the centre, and is equal to the area A'OD'E' of the slope diagram multiplied by ^j r2 TTa* Tir jA^^«*n 1 B or, since W w w I' * Fig.
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 Richard John Woods to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
204.
Fig. 205.
The curve of slope (Fig. 204) is got from the bending moment curve.
The maximum slope at the end represented by the ordinate A"D" is the area of the triangle A' CD' multiplied by -^ m 4 • ll_ 2Ef WP i6Er The slope at the centre is zero.
To find the deflection curve (Fig. 205). The deflection at the ends = 0, and the maximum deflection at the centre is represented by the area of the semi-parabola A"C'D'\ Ui 2 WP I _1^ ^3 16 "" ^"^ Ef 1 WP 48 EI' (2) Find the deflection of a unifor...m beam supported at the ends and loaded symmetrically with two equal loads (Fig. 206).
Fig. 207 is the bending moment curve, and Fig. 208 the curve of slopes. The slope at the centre is zero. The greatest slope is at the ends, and is equal to the area of the bending moment diagram between the end and centre multiplied by -™.
as represented by the ordinate A'E'.
VIIl] DEFLECTION OF BEAMS 191 The maximum deflection is at the centre, and is equal to the area A'OD'E' of the slope diagram multiplied by ^j r2 TTa* Tir jA^^«*n 1 B or, since W w w I' * Fig.
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 Richard John Woods to read onlineMoreLess
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