B di III ending III: Deflection of Beams
B di III ending III: Deflection of Beams
B di III ending III: Deflection of Beams
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Example Problem 4The overhanging steel beam ABC carries a concentrated load P at end C.For portion AB <strong>of</strong> the beam, (a) derive the equation <strong>of</strong> the elastic curve,(b) determine the maximum deflection, (c) evaluate y max for the followingdata:W 14x68 I = 723 in 4 E = 29x10 6 psiP = 50 kips L = 15 ft = 180 in. a = 4 ft = 48 in.(sample problem 9.1 in Beer’s book (p. 542))Slide 24
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