5 k 1.5 k/ft C 3 ft 3 ft Determine the maximum deflection in the beam shown above, subjected to a concentrated load of 5 kips and a uniformly distributed load of 1.5 klf. Let E = 29,000 ksi and I = 25 in.
5 k 1.5 k/ft C 3 ft 3 ft Determine the maximum deflection in the beam shown above, subjected to a concentrated load of 5 kips and a uniformly distributed load of 1.5 klf. Let E = 29,000 ksi and I = 25 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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complete the problem by developing the
equation of the elastic curve for the beam using the double integration method.
Transcribed Image Text:5 k
1.5 k/ft
C
3 ft
3 ft
Determine the maximum deflection in the beam shown above, subjected to a concentrated load
of 5 kips and a uniformly distributed load of 1.5 klf. Let E = 29,000 ksi and I = 25 in.
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