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Author Archives: Anonymous

Compute the value of Cm for a beam-column in reverse-curvatu…

Compute the value of Cm for a beam-column in reverse-curvature bending with a moment of 140 kip-ft on one end and a moment of 590 kip-ft on the other end.

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Compute the LRFD moment amplification factor B1 for the W18x…

Compute the LRFD moment amplification factor B1 for the W18x65 made from ASTM A992 steel with L = 16 ft, P = 230 kip, M = 220 kip-ft, and Kx = Ky = 1.0. Bending is about the x axis. The member is part of a braced frame, and the given service loads are 30% dead load and 70% live load. The frame analysis was performed consistent with the effective length method, so the flexural rigidity was unreduced.

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Dietary (Caloric: CR) restriction _________________ maximum…

Dietary (Caloric: CR) restriction _________________ maximum lifespan in several species.

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Which of the following best defines a gene?

Which of the following best defines a gene?

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Which glial cells myelinate axons in the Central Nervous Sys…

Which glial cells myelinate axons in the Central Nervous System?

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Determine Cb for the member if the moments at the top and bo…

Determine Cb for the member if the moments at the top and bottom are 180 ft-kip and 350 ft-kip, respectively.

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For single-curvature bending, maximum moment amplification o…

For single-curvature bending, maximum moment amplification occurs between the ends of the member.

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Determine Cb for the member if the moments at the top and bo…

Determine Cb for the member if the moments at the top and bottom are 210 ft-kip and 490 ft-kip, respectively.

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Determine Cb for the member if the moments at the top and bo…

Determine Cb for the member if the moments at the top and bottom are 270 ft-kip and 400 ft-kip, respectively.

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Compute the ASD moment amplification factor B1 for the W14x7…

Compute the ASD moment amplification factor B1 for the W14x74 made from ASTM A992 steel with L = 13 ft, P = 230 kip, M = 260 kip-ft, and Kx = Ky = 1.0. Bending is about the x axis. The member is part of a braced frame, and the given service loads are 50% dead load and 50% live load. The frame analysis was performed consistent with the effective length method, so the flexural rigidity was unreduced.

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