15' 15 18
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Draw the shear and moment curves for the column
in Figure P5.46. Sketch the deflected shape. The load P is
equal to 55 kips, and the load is eccentric from the column
centerline with an eccentricity of 10 in.

Transcribed Image Text:15'
15
18
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