A B C D a b
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the beam shown, calculate the beam deflection at A. Assume that a = 4.2 ft, b = 6.3 ft, c = 8.4 ft, w = 1500 lb/ft, P = 2600 lb, and EI = 567000 kip·in.2. Use the sign convention from the textbook throughout (rotation angles are positive counter-clockwise and deflections are positive upwards) unless otherwise stated.
Consider section AB of the beam. Treat this section as a cantilever beam subjected to a distributed load. Calculate the deflection at point A. Also calculate the magnitude of the moment at B.
Answer:
vA1 = in.
M = lb·ft
Transcribed Image Text:M
VA,
Transcribed Image Text:A
|C
D
a
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