P8.29. Compute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa, A = 25 × 10³ mm², and I = 240 x 106 mmª. 4 20 KN
P8.29. Compute the horizontal and vertical components of the deflection at C in Figure P8.29. E = 200 GPa, A = 25 × 10³ mm², and I = 240 x 106 mmª. 4 20 KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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