Use the method of angles of twist and deflection. Assume E = 200 kN/mm^2, IAB = 21 × 10^7 mm^4, IBC = Cantilever = 15 ×10^7mm^4
Use the method of angles of twist and deflection. Assume E = 200 kN/mm^2, IAB = 21 × 10^7 mm^4, IBC = Cantilever = 15 ×10^7mm^4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use the method of angles of twist and deflection. Assume E = 200 kN/mm^2, IAB = 21 × 10^7 mm^4, IBC = Cantilever = 15 ×10^7mm^4
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