SECTION: 35omm 12 KN/m 7S0 mm A Ps 600KN e = 2 00 mm (A SSUME 10% LOSSES) A. Calculate the stress at the top at x 8m from the left support. (MPa) B. Calculate the stress at the bottom at x - 8m from the left support. (MPa)
SECTION: 35omm 12 KN/m 7S0 mm A Ps 600KN e = 2 00 mm (A SSUME 10% LOSSES) A. Calculate the stress at the top at x 8m from the left support. (MPa) B. Calculate the stress at the bottom at x - 8m from the left support. (MPa)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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