Considering the beam provided: E = 29x106 psi and I = 1200 in'. 60 k -10 ft- -20 ft- -10 ft- 80 k -10 ft-10 ft- -20 ft- 24. Calculate the deflection under the 60k load. 25. Calculate the deflection under the 80k load. 26. Calculate the maximum deflection. 27. Determine the value of the moment at support B.
Considering the beam provided: E = 29x106 psi and I = 1200 in'. 60 k -10 ft- -20 ft- -10 ft- 80 k -10 ft-10 ft- -20 ft- 24. Calculate the deflection under the 60k load. 25. Calculate the deflection under the 80k load. 26. Calculate the maximum deflection. 27. Determine the value of the moment at support B.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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