A simple beam with overhang is shown below. Consider a constant EI, X (in lbs) = 10(A + C + 5), Y (in lbs) = 25(B+D+2) and Z= 15 (E + F +2) a. b. c. Draw the shear and moment diagram. Draw the moment diagram by part referring to A (or C). Determine the deflection at point where X is applied. X C A Z lb/ft 12' D B

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A = 3

B = 9

C = 4

D= 8

E= 1

F= 3

 

A simple beam with overhang is shown
below. Consider a constant EI, X (in lbs) =
10(A + C + 5), Y (in lbs) = 25(B + D + 2)
and Z= 15 (E+ F +2)
a.
b.
c.
Draw the shear and moment
diagram.
Draw the moment diagram by part
referring to A (or C).
Determine the deflection at point
where X is applied.
X
6'
A
Z lb/ft
12'
Y
2
Transcribed Image Text:A simple beam with overhang is shown below. Consider a constant EI, X (in lbs) = 10(A + C + 5), Y (in lbs) = 25(B + D + 2) and Z= 15 (E+ F +2) a. b. c. Draw the shear and moment diagram. Draw the moment diagram by part referring to A (or C). Determine the deflection at point where X is applied. X 6' A Z lb/ft 12' Y 2
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