Compute the nominal compressive strength for a500 grade

Reference no: EM13549307

1.An HSS 10×8×3?16 is used as a compression member with one end pinned and the other end fixed against rotation but free to translate. The length is 12 feet. Compute the nominal compressive strength for A500 Grade B steel (Fy = 46 ksi). Use K = 2.0 and LRFD. You are welcome but not required to use the AISC Column Tables or RISA 3D to verify your results.

2.A block with an inclination of 20 degrees has a weight of 60kg, a height of 1.8m and width 1m, static friction is 0.3, what is the force needed and the height (where the force in the box should be) to pish it upwards

Reference no: EM13549307

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Compute the nominal compressive strength for a500 grade : A block with an inclination of 20 degrees has a weight of 60kg, a height of 1.8m and width 1m, static friction is 0.3, what is the force needed and the height (where the force in the box should be) to pish it upwards

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