USE CASTIGLIANO' S METHOD EI = CONSTANT 71.1 kN 4.11 kN/m Im D I.Sm A 3m...

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USE CASTIGLIANO' S METHOD EI = CONSTANT 71.1 kN 4.11 kN/m Im D I.Sm A 3m B 2m c 1.1 Kim DETERMINE THE FOLLOWING: Slope at A (radians) Slope at E (radians) Deflection at A (mm) Deflection at B (mm) • Change of Slope between A andE (radians) USE CASTIGLIANO' S METHOD EI = CONSTANT 71.1 kN 4.11 kN/m Im D I.Sm A 3m B 2m c 1.1 Kim DETERMINE THE FOLLOWING: Slope at A (radians) Slope at E (radians) Deflection at A (mm) Deflection at B (mm) • Change of Slope between A andE (radians)