Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant. Given: P = 2Po A -L/2 (x = 0, y = 0) (x=L, y = 0) (2=0,=0) (x P C -L/2- B Determine the bending moment at A, B, and C. (Round the final answers to three decimal places.) The bending moment at A is -[ POL. The bending moment at Bis The bending moment at Cis POL.
Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant. Given: P = 2Po A -L/2 (x = 0, y = 0) (x=L, y = 0) (2=0,=0) (x P C -L/2- B Determine the bending moment at A, B, and C. (Round the final answers to three decimal places.) The bending moment at A is -[ POL. The bending moment at Bis The bending moment at Cis POL.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant.
Given: P = 2Po
A
-L/2-
(x = 0, y = 0)
(x = L, y = 0)
(2=0, =0)
dy
dz
Ic
-L/2-
B
Determine the bending moment at A, B, and C. (Round the final answers to three decimal places.)
POL.
The bending moment at A is -
The bending moment at Bis
The bending moment at Cis
0
POL.
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