В A C 120 kN E= 200 GPa A = 1200 mm? D 10m 10m 5m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the horizontal deflection at B and the vertical deflection at C. Modulus of Elasticity (E=200 GPa) and members cross-sectional area (A=1200 mm2)
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