|Determine the equations of the elastic curve using the coordinates x1 and x2, specify the slope and deflection at B. El is constant. W, = Last 2 digits of ID number L = 4th digit of ID number P = 5th digit of ID number a = 2 m Use A B ID # = W, = 91 kN/m L= 3m P =6 kN e.g., 18-2363-391 X2 L
|Determine the equations of the elastic curve using the coordinates x1 and x2, specify the slope and deflection at B. El is constant. W, = Last 2 digits of ID number L = 4th digit of ID number P = 5th digit of ID number a = 2 m Use A B ID # = W, = 91 kN/m L= 3m P =6 kN e.g., 18-2363-391 X2 L
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 29P
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
Transcribed Image Text:Deflections of Beams (Double Integration Method)
#10
Determine the equations of the elastic curve using
the coordinates x1 and x2, specify the slope and deflection
at B. El is constant.
W, = Last 2 digits of ID number
L = 4th digit of ID number
P = 5th digit of ID number
Use
C
B
a = 2 m
ID # =
W, = 91 kN/m
e.g.,
18-2363-391
X2
L
L= 3m
P =6 kN
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