(1) 1.6 m B P 2.8 m (2) C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Two identical steel [E = 200 GPa] pipes, each with a cross-sectional area of 2800 mm2, are attached to unyielding supports at the top and bottom, as shown. At flange B, a concentrated downward load of P = 240 kN is applied. Determine the normal stress in the upper pipe (1).
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