Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. For the beam shown, calculate the beam slope at A. Assume that a = 3.3 ft, b = 5 ft, c = 6.6 ft, w = 1100 lb/ft, P = 2600 lb, and El = 558000 kip-in.?. Use the sign convention from the textbook throughout (rotation angles are positive counter-clockwise and deflections are positive upwards) unless otherwise stated. P A B C D b
Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. For the beam shown, calculate the beam slope at A. Assume that a = 3.3 ft, b = 5 ft, c = 6.6 ft, w = 1100 lb/ft, P = 2600 lb, and El = 558000 kip-in.?. Use the sign convention from the textbook throughout (rotation angles are positive counter-clockwise and deflections are positive upwards) unless otherwise stated. P A B C D b
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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