- A 0 75 M Steel A 250 Mm E 200 Gpa A 1 5 M Figure P 242 Aluminum L 2m A 300 Mm E 70 Gpa B 1 (56.6 KiB) Viewed 41 times
A 0.75 m Steel A = 250 mm² E = 200 GPa A 1.5 m Figure P-242 Aluminum L = 2m A = 300 mm² E = 70 GPa B
A 0.75 m Steel A = 250 mm² E = 200 GPa A 1.5 m Figure P-242 Aluminum L = 2m A = 300 mm² E = 70 GPa B
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A 0.75 m Steel A = 250 mm² E = 200 GPa A 1.5 m Figure P-242 Aluminum L = 2m A = 300 mm² E = 70 GPa B
The assembly in the Figure Q-1 consists of a light rigidbar AB, pinned at O, that is attached to the steel and aluminumrods. In the position shown, bar AB is horizontal and there is agap, Δ = 8 mm, between the lower end of the steel rod and its pinsupport at C. The stress developed in the steel rod when the lowerend of the steel rod is attached to its support is ___MPa.
A 0.75 m Steel A = 250 mm² E = 200 GPa A 1.5 m Figure P-242 Aluminum L = 2m A = 300 mm² E = 70 GPa B
A 0.75 m Steel A = 250 mm² E = 200 GPa A 1.5 m Figure P-242 Aluminum L = 2m A = 300 mm² E = 70 GPa B