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↑ ED མ Tt Include all FBD, show only calculation and final answers Determine the horizontal displacement of joint B in the given truss system. Consider the following factors in addition to the loads acting on the system: member BD is fabricated 0.5 inches too short, and support A settles 0.4 inches downwards and 0.75 inches to the left. Each member has a cross-sectional area of 3 in² and E-29000 ksi. Use units of inches for lengths and kips for forces throughout the problem. Hint: Begin by formulating the general virtual work equation for the problem, setting We = W₁, and then analyze the contributing factors on each side of the equation. 4 ft 2 k C 15 k N 3 ft J

↑ ED མ Tt Include all FBD, show only calculation and final answers Determine the horizontal displacement of joint B in the given truss system. Consider the following factors in addition to the loads acting on the system: member BD is fabricated 0.5 inches too short, and support A settles 0.4 inches downwards and 0.75 inches to the left. Each member has a cross-sectional area of 3 in² and E-29000 ksi. Use units of inches for lengths and kips for forces throughout the problem. Hint: Begin by formulating the general virtual work equation for the problem, setting We = W₁, and then analyze the contributing factors on each side of the equation. 4 ft 2 k C 15 k N 3 ft J

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.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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↑ ED མ Tt Include all FBD, show only calculation and final answers Determine the horizontal displacement of joint B in the given truss system. Consider the following factors in addition to the loads acting on the system: member BD is fabricated 0.5 inches too short, and support A settles 0.4 inches downwards and 0.75 inches to the left. Each member has a cross-sectional area of 3 in² and E-29000 ksi. Use units of inches for lengths and kips for forces throughout the problem. Hint: Begin by formulating the general virtual work equation for the problem, setting We = W₁, and then analyze the contributing factors on each side of the equation. 4 ft 2 k C 15 k N 3 ft J
Transcribed Image Text:↑ ED མ Tt Include all FBD, show only calculation and final answers Determine the horizontal displacement of joint B in the given truss system. Consider the following factors in addition to the loads acting on the system: member BD is fabricated 0.5 inches too short, and support A settles 0.4 inches downwards and 0.75 inches to the left. Each member has a cross-sectional area of 3 in² and E-29000 ksi. Use units of inches for lengths and kips for forces throughout the problem. Hint: Begin by formulating the general virtual work equation for the problem, setting We = W₁, and then analyze the contributing factors on each side of the equation. 4 ft 2 k C 15 k N 3 ft J
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