Using moment-area method, compute the slope and deflection at the free end of the of the cantilever beam shown. E = 29,000 ksi , I = 760 in⁴
Using moment-area method, compute the slope and deflection at the free end of the of the cantilever beam shown. E = 29,000 ksi , I = 760 in⁴
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using moment-area method, compute the slope and deflection at the free end of the
of the cantilever beam shown. E = 29,000 ksi , I = 760 in⁴
Transcribed Image Text:4 k/ft
4 k/ft
12 ft
- 6 ft
- 6 ft
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