Q2. Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Mohr's theorems. Take. E = 2.05 x 105 N/mm2 and l= 0.85 x 108 mm4 I2KN lokN 6KN le 米 3.ym
Q2. Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Mohr's theorems. Take. E = 2.05 x 105 N/mm2 and l= 0.85 x 108 mm4 I2KN lokN 6KN le 米 3.ym
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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