Use: Fy= 345 mPa Find the Ultimate Moment (Mu) of a Wide Flange Section with the following Properties:WebFlangeFlangeDepth ThicknessWidthThicknessHtwmmmmDesignationdxwW 14x 531x10³mm²225, 181WeightWkg/m79.2Axis X-XSx10³mm³1,273.6AreaAmm²10,064353.6Elastic Propertiesrmm149.58|x10³mm²24,017bęmm9.4 204.7Axis Y-YSx10³mm³234.74mmmm16.848.85rtmm54.61

For ultimate moment capacity, we need to determine the equal area axis, as at the ultimate moment,…

Find the Ultimate Moment (Mu) of a Wide Flange Section with the following Properties: Web Flange Flange Thickness Width Thickness tw bę mm mm Designation dxw W 14 x 53 x10³ mm² 225, 181 Weight W kg/m 79.2 Axis X-X S x10³ mm³ 1,273.6 Area A mm² 10,064 Depth H mm r mm 149.58 353.6 Elastio Properties x10³ mm² 24,017 9.4 204.7 Axis Y-Y S x10³ mm³ 234.7 4 mm mm 16.8 48.95 "t mm 54.61

Find the Ultimate Moment (Mu) of a Wide Flange Section with the following Properties: Web Flange Flange Thickness Width Thickness tw bę mm mm Designation dxw W 14 x 53 x10³ mm² 225, 181 Weight W kg/m 79.2 Axis X-X S x10³ mm³ 1,273.6 Area A mm² 10,064 Depth H mm r mm 149.58 353.6 Elastio Properties x10³ mm² 24,017 9.4 204.7 Axis Y-Y S x10³ mm³ 234.7 4 mm mm 16.8 48.95 "t mm 54.61

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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