Determine the smallest cross-sectional area A required for the members of the truss hown, so that the horizontal deflection at joint D does not exceed 10 mm. (3) S0 KN (4) 50 KN 50 kN 50 KN 100 KN 00 kN E D B 2 at 2m = 4m EA - constant E - 120 GPa
Determine the smallest cross-sectional area A required for the members of the truss hown, so that the horizontal deflection at joint D does not exceed 10 mm. (3) S0 KN (4) 50 KN 50 kN 50 KN 100 KN 00 kN E D B 2 at 2m = 4m EA - constant E - 120 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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