Problem 2.12 1.5 k/ft (including beam weight) -24 ft 4 #8 -12 in. 17 in. n = 10 20 in. 2 in.
Problem 2.12 1.5 k/ft (including beam weight) -24 ft 4 #8 -12 in. 17 in. n = 10 20 in. 2 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transformed-Area Method
problem 2.12, assume the sections have cracked and use the transformed-area method to compute their flexural stresses for the loads or moments given.
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