Using the double-integration method: a) Determine the equations of the elastic curve (deflection) and slope of the beam shown in Figure 4. Assume the x coordinate begins at the free end (point B). b) Given E = 29,000 ksi and I = 600 in, specify the slope and deflection at point B. Note: Use units of inches for lengths and kips for forces throughout your calculations. Hint: 2 k ft 1 k - 6 in 15 ft = 180 in 2 klf A EI 15 ft- Figure 4 B

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Using the double-integration method:
a) Determine the equations of the elastic curve (deflection) and slope of the beam
shown in Figure 4. Assume the x coordinate begins at the free end (point B).
b) Given E = 29,000 ksi and I = 600 in, specify the slope and deflection at point
B.
Note: Use units of inches for lengths and kips for forces throughout your calculations.
Hint: 2
k
ft
1 k
-
6 in
15 ft = 180 in
2 klf
A
EI
15 ft-
Figure 4
B
Transcribed Image Text:Using the double-integration method: a) Determine the equations of the elastic curve (deflection) and slope of the beam shown in Figure 4. Assume the x coordinate begins at the free end (point B). b) Given E = 29,000 ksi and I = 600 in, specify the slope and deflection at point B. Note: Use units of inches for lengths and kips for forces throughout your calculations. Hint: 2 k ft 1 k - 6 in 15 ft = 180 in 2 klf A EI 15 ft- Figure 4 B
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