w = 3 kips/ft B D 8- P10.8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
If no vertical deflection is permitted at end A for
the beam in Figure P10.8, compute the required weight
W that needs to be placed at midspan of CD. Given:
E = 29,000 ksi and I = 100 in.4
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