Compute the deflection and slope at a section 8 ft from the wall for the beam shown in the figure using 1200 lb k Area M
Posted: Tue Jul 12, 2022 12:47 pm
Compute the deflection and slope at a section 8 ft from the wall for the beam shown in the figure using 1200 lb k Area Moment Method. Assume that E = 28 x 103 psi and 1= 30.75 in4. A 800 lb ft 8 ft 8h B