Determine the vertical deflection at the free end and the slope at the left support of the elastic curve for the beam loaded as shown. E = 200 GPa and I = 30,000 cm4. Use Virtual Work Method Castigliano's Theorem 1. 2. A 4 m 50 KN/m -B 20 KN 1 m C
Determine the vertical deflection at the free end and the slope at the left support of the elastic curve for the beam loaded as shown. E = 200 GPa and I = 30,000 cm4. Use Virtual Work Method Castigliano's Theorem 1. 2. A 4 m 50 KN/m -B 20 KN 1 m C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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