Question 9.10: Determine the slope and deflection at end B of the prismatic...

Determine the slope and deflection at end B of the prismatic beam of Example 9.09, drawing the bending-moment diagram by parts.

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We replace the given loading by the two equivalent loadings shown in Fig. 9.53, and draw the corresponding bending-moment and (M/EI) diagrams from right to left, starting at the free end B.

Applying the first moment-area theorem, and recalling that u_{A}=0, we write

u _{B}= u _{B / A}=A_{1}+A_{2}

 

=\left(9 \times 10^{-3} m ^{-1}\right)(3 m )-\frac{1}{2}\left(15 \times 10^{-3} m ^{-1}\right)(3 m )

 

=27 \times 10^{-3}-22.5 \times 10^{-3}=4.5 \times 10^{-3} rad

Applying the second moment-area theorem, we compute the first moment of each area about a vertical axis through B and write

y_{B}=t_{B / A}=A_{1}(1.5 m )+A_{2}(2 m )

 

=\left(27 \times 10^{-3}\right)(1.5 m )-\left(22.5 \times 10^{-3}\right)(2 m )

 

=40.5 mm -45 mm =-4.5 mm

It is convenient, in practice, to group into a single drawing the two portions of the (M/EI) diagram (Fig. 9.54).

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9.54

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