Find the Ultimate Moment (Mu) of a Wide Flange Section with the following Properties: Web Flange Flange Depth Thickness Width Thickness H tw mm mm Designation dxw W 14x 53 1 x10³ mm² 225, 181 Weight W kg/m 79.2 Axis X-X S x10³ mm³ 1,273.6 Area A mm² 10,064 353.6 Elastic Properties r mm 149.58 | x10³ mm² 24,017 bę mm 9.4 204.7 Axis Y-Y S x10³ mm³ 234.7 4 mm mm 16.8 48.85 rt mm 54.61
Find the Ultimate Moment (Mu) of a Wide Flange Section with the following Properties: Web Flange Flange Depth Thickness Width Thickness H tw mm mm Designation dxw W 14x 53 1 x10³ mm² 225, 181 Weight W kg/m 79.2 Axis X-X S x10³ mm³ 1,273.6 Area A mm² 10,064 353.6 Elastic Properties r mm 149.58 | x10³ mm² 24,017 bę mm 9.4 204.7 Axis Y-Y S x10³ mm³ 234.7 4 mm mm 16.8 48.85 rt mm 54.61
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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