Verify the deflection at point C that was calculated in part (b) of Example 15-15 by using the tangent to the elastic curve at point A.
EXAMPLE 15-15 The beam in Figure 15-26 is a W12 × 50 structural steel wide-flange section. (a) Calculate the deflection at midspan between the two supports A and B. (b) Calculate the deflection of the free end of the beam (point C). Neglect the weight of the beam.
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