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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

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter2: Concepts In Structural Steel Design
Section: Chapter Questions
Problem 2.3P: A beam is part of the framing system for the floor of an office building. The floor is subjected to...
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Determine the smallest cross-sectional area A required for the members of the truss shown, so that the horizontal deflection at joint D does not exceed 10 mm. (3) (4) 50 KN 50 kN 50 kN 100 KN S0 KN 100 kN E D Im 4 m B 2 at 2m = 4m EA - constant E - 120 GPa - 3 m EA- constant E-70 GPA
Transcribed Image Text:Determine the smallest cross-sectional area A required for the members of the truss shown, so that the horizontal deflection at joint D does not exceed 10 mm. (3) (4) 50 KN 50 kN 50 kN 100 KN S0 KN 100 kN E D Im 4 m B 2 at 2m = 4m EA - constant E - 120 GPa - 3 m EA- constant E-70 GPA
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