From the given beam loaded as shown, Let P = 12 kips, L = 6 ft,
a = 3 ft. E = 29 x 10^6 psi, I = 722 in^4.
Use double integration method
From The Given Beam Loaded As Shown Let P 12 Kips L 6 Ft A 3 Ft E 29 X 10 6 Psi I 722 In 4 Use Double In 1 (53.07 KiB) Viewed 35 times
a. Equation of the slope
b. Equation of the deflection curve
c. Position of the maximum deflection at segment AB from point
A
d. Maximum deflection.
P A B С L-
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