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
a. Equation of the slope
b. Equation of the deflection curve
c. The deflection at the midpoint.
d. The slope at point B.
2Pk/ft Pk/ft С A ВА 000 L- -L/26
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
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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
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