2. For the beam shown below, draw shear and moment diagrams. 500 lb w = 2 kips/ft В A 16' – 0" 3' – 0". Ray RBy
2. For the beam shown below, draw shear and moment diagrams. 500 lb w = 2 kips/ft В A 16' – 0" 3' – 0". Ray RBy
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2. For the beam shown below, draw shear and moment diagrams.
500 lb
w = 2 kips/ft
A
В
16' – 0"
3' – 0".
RAy
RBy
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