A steel bar with a uniform cross section is fixed at both ends. A load P, = 1.8 kips is applied at point C. The bar has a cross-sectional area of 7.1 in. Assume that the modulus of elasticity E = 29,000 ksi. A 3 ft Pc = 1.8 kips 6 ft B Calculate the reactions at joints A and B. (Assume the positive y-direction is upward. Use the statics sign convention. Enter your answers in kips.)

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A steel bar with a uniform cross section is fixed at both ends. A load P, = 1.8 kips is applied at point C. The bar has a cross-sectional area of 7.1 in2. Assume that the modulus of elasticity E = 29,000 ksi.
A
3 ft
Pc = 1.8 kips
C
6 ft
В
Calculate the reactions at joints A and B. (Assume the positive y-direction is upward. Use the statics sign convention. Enter your answers in kips.)
A, = (No Response) kips
B, =
(No Response) kips
Calculate the displacement at joint C (in inches). (Use the statics sign convention.)
(No Response) in.
Transcribed Image Text:A steel bar with a uniform cross section is fixed at both ends. A load P, = 1.8 kips is applied at point C. The bar has a cross-sectional area of 7.1 in2. Assume that the modulus of elasticity E = 29,000 ksi. A 3 ft Pc = 1.8 kips C 6 ft В Calculate the reactions at joints A and B. (Assume the positive y-direction is upward. Use the statics sign convention. Enter your answers in kips.) A, = (No Response) kips B, = (No Response) kips Calculate the displacement at joint C (in inches). (Use the statics sign convention.) (No Response) in.
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