9.41"7.01"Homework #5:Problem 6.4 - Verify the location of the Centroid of the composite welded steel section shape shown below, and then calculate the Momentof Inertia in regards to the X-X AxisPLC15 x 40W 14 x 90Section Weight per Area ofNumber Foot(lb)SectionA (in)11.826.54090C15 xW 14 xDepth ofSectiond (in)1514.02Flangewidthbf (in)3.5214.52WebThicknesstw (in).52.440Ixx(in4)349999lyy(in4)9.23362x (in)778

Given, Cross section of composite section composed of W14 x 90 and C15 x 40 To find : centroid of…

9.41" BE 7.01 Problem 6.4- Verify the location of the Centroid of the composite welded steel section shape shown below, and then calculate the Moment of Inertia in regards to the X-X Axis 1778 C15 x 40 W 14 x 90 Section Weight per Area of Number Foot Section A (in) (lb) 40 90 C15 x W 14 x 11.8 26.5 Depth of Flange Section width d (in) 15 14.02 bf (in) 3.52 14.52 Web Thickness tw (in) .52 .440 Ixx (in4) 349 999 lyy (in4) dol 9.23 362 x (in) 778

9.41" BE 7.01 Problem 6.4- Verify the location of the Centroid of the composite welded steel section shape shown below, and then calculate the Moment of Inertia in regards to the X-X Axis 1778 C15 x 40 W 14 x 90 Section Weight per Area of Number Foot Section A (in) (lb) 40 90 C15 x W 14 x 11.8 26.5 Depth of Flange Section width d (in) 15 14.02 bf (in) 3.52 14.52 Web Thickness tw (in) .52 .440 Ixx (in4) 349 999 lyy (in4) dol 9.23 362 x (in) 778

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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