Find the Ultimate Moment (Mu) of a Wide Flange Section with the following dimensions: Flange Flange Width Thickness Designation dxw W14 X 48 Weight W kg/m x10³ mm 71.6 Axis X-X S x10³ mm³ 201,872 1,152.6 Area A mm² 9,097 Web Depth Thickness H mm r mm 148.97 350.3 Elastic Properties x10³ mm² tw bę mm mm 8.6 204.0 21,394 Axis Y-Y S x103 mm³ 209.7 4 mm 15.1 mm 48.49 rt mm 54.10
Find the Ultimate Moment (Mu) of a Wide Flange Section with the following dimensions: Flange Flange Width Thickness Designation dxw W14 X 48 Weight W kg/m x10³ mm 71.6 Axis X-X S x10³ mm³ 201,872 1,152.6 Area A mm² 9,097 Web Depth Thickness H mm r mm 148.97 350.3 Elastic Properties x10³ mm² tw bę mm mm 8.6 204.0 21,394 Axis Y-Y S x103 mm³ 209.7 4 mm 15.1 mm 48.49 rt mm 54.10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use Fy= 345 mPa
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