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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
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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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 Moment of Inertia in regards to the X-X Axis PL C15 x 40 W 14 x 90 Section Weight per Area of Number Foot (lb) Section A (in) 11.8 26.5 40 90 C15 x W 14 x Depth of Section d (in) 15 14.02 Flange width bf (in) 3.52 14.52 Web Thickness tw (in) .52 .440 Ixx (in4) 349 999 lyy (in4) 9.23 362 x (in) 778
Transcribed Image Text: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 Moment of Inertia in regards to the X-X Axis PL C15 x 40 W 14 x 90 Section Weight per Area of Number Foot (lb) Section A (in) 11.8 26.5 40 90 C15 x W 14 x Depth of Section d (in) 15 14.02 Flange width bf (in) 3.52 14.52 Web Thickness tw (in) .52 .440 Ixx (in4) 349 999 lyy (in4) 9.23 362 x (in) 778
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