1. Using Castigliano's Theorem, determine the vertical deflection at point C. E = 200 kN/mm² and I = 54 x 107 mm4. 6 kN/
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1. Using Castigliano's Theorem, determine the vertical deflection at point C. E = 200 kN/mm² and I = 54 x 107 mm4. 6 kN/
1. Using Castigliano's Theorem, determine the vertical deflection at point C. E = 200 kN/mm² and I = 54 x 107 mm4. 6 kN/m 12 KN B с PD 8 m 4 m 2 m
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