AW 360 x 110 section with a length of 6.0 m is used as a column with pinned ends. Compute the design strength for LRFD and allowable compressive strength for ASD: Properties of W 310 x 118 A = 14,065 mm² lx = 331.2x106 mm4 ly = 55.78x106 mm4 For LRFD: Pn=0.90x2497.83 2248047kN = For ASD: en 2497.83 1.67 1-67 = 1495. 71kW t

AW 360 x 110 section with a length of 6.0 m is used as a column with pinned ends. Compute the design strength for LRFD and allowable compressive strength for ASD: Properties of W 310 x 118 A = 14,065 mm² lx = 331.2x106 mm4 ly = 55.78x106 mm4 For LRFD: Pn=0.90x2497.83 2248047kN = For ASD: en 2497.83 1.67 1-67 = 1495. 71kW t

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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