30 rod turnbuckle 80 P6.20
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the arch shown in Figure P6.20, the thrust force
exceeded the abutment’s lateral support capacity, which is
represented by a roller at C. Load P was removed tem-
porarily and tension rod AC was added. If the maximum
compression in members AB and BC will be 750 kips,
what size diameter tension rod is required? (Ignore dead
load of the arch.) The allowable tensile capacity of the rod
is 32 ksi. Determine the reactions.
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