n ABC below is supported by pinned joints at A and B and has the 2" x 4 on shown (enlarged). Rod BD is rigid. If the load P=650#, do the follov a. Draw the shear force and bending moment diagrams (same as las b. Using superposition, find the elastic curve and then the deflectior beam at B, C, and D (E=10000 ksi). OD 24" 12" 12" 2" A 4" B
n ABC below is supported by pinned joints at A and B and has the 2" x 4 on shown (enlarged). Rod BD is rigid. If the load P=650#, do the follov a. Draw the shear force and bending moment diagrams (same as las b. Using superposition, find the elastic curve and then the deflectior beam at B, C, and D (E=10000 ksi). OD 24" 12" 12" 2" A 4" B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Beam ABC below is supported by pinned joints at A and B and has the 2" x 4" cross-
section shown (enlarged). Rod BD is rigid. If the load P=650#, do the following:
a. Draw the shear force and bending moment diagrams (same as last week)
b. Using superposition, find the elastic curve and then the deflection of the
beam at B, C, and D (E=10000 ksi).
D
24"
12"
12"
2"
A
4"
В
P
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