Draw the shear and moment diagrams for the overhang beam. Remember: First, solve for the reactions at A and B and then draw the shear and moment diagram of the beam's true (distributed) loading. Values to check diagrams: Vmax = -900 lb @ 3 ft, Mmax = -2250 lb·ft at 6 ft 300 lb/ft -3 ft - -3 ft. -3 ft- 600 lb 450 lb-ft
Draw the shear and moment diagrams for the overhang beam. Remember: First, solve for the reactions at A and B and then draw the shear and moment diagram of the beam's true (distributed) loading. Values to check diagrams: Vmax = -900 lb @ 3 ft, Mmax = -2250 lb·ft at 6 ft 300 lb/ft -3 ft - -3 ft. -3 ft- 600 lb 450 lb-ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question

Transcribed Image Text:Draw the shear and moment diagrams for the overhang
beam.
Remember: First, solve for the reactions at A and B and then draw the shear and moment
diagram of the beam's true (distributed) loading.
Values to check diagrams: Vmax = -900 lb @ 3 ft, Mmax = -2250 lb·ft at 6 ft
300 lb/ft
-3 ft -
-3 ft.
-3 ft-
600 lb
450 lb-ft
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