Draw the shear and moment curves for the uniformly loaded beam in Figure 5.15a. Sketch the deflected
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Draw the shear and moment curves for the uniformly loaded beam in Figure 5.15a. Sketch the deflected shape.
Figure 5.15a.
Transcribed Image Text:
R = 6(24) 144 kips w = 6 kips/ft 6+ B 96 kips = Rg (a) 18' 12' TEN - C 48 kips = Re
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Compute R B by summing moments of forces about support C The distributed load is represented by its resultant of 144 kips Compute R C We begin by establishing the values of shear and moment at the lef...View the full answer
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