Considering L = 50 + a + 2·b + c {mm}, determine the centroidal coordinate Ycg (location of the x´ axis of the centroid) and the moment of inertia is relative to the X´ axis (IX' , ). Assume a minimum precision of 6 significant figures and present the results of the moments of inertia in scientific notation (1.23456·10n ). (Knowing that a=7, b=1, and c=1.)Ycg = IX, = Question resolution form:- CG Y coordinate (Yeg) for composite sections Yeg- Moments of Inertia of Composite SectionsIx Σ 4)η- Σ-(4)- Moments of inertia (Ix and ly) about the centroid for rectangles, triangles and circles:Ix = (b -h³)/36|ly= (h·b³)/36|Ix = (b.h)/12Lx = (7 R*)/4h/2CGhR* [y=(h-b³)/12lty=(x·R*)/4CGh/2b/2' b/2CGb/3 b [0.7-LX'3.L-0,3-LYescg|L

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Answered: Considering L = 50 + a + 2·b + c {mm},…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Considering L = 50 + a + 2·b + c {mm}, determine the centroidal coordinate Y_cg (location of the x´ axis of the centroid) and the moment of inertia is relative to the X´ axis (I_X' , ). Assume a minimum precision of 6 significant figures and present the results of the moments of inertia in scientific notation (1.23456·10ⁿ). (Knowing that a=7, b=1, and c=1.)

Y_cg =

I_X^, =

Question resolution form:
- CG Y coordinate (Yeg) for composite sections Yeg
- Moments of Inertia of Composite Sections
Ix Σ 4)
η- Σ-(4)
- Moments of inertia (Ix and ly) about the centroid for rectangles, triangles and circles:
Ix = (b -h³)/36
|ly= (h·b³)/36
|Ix = (b.h)/12
Lx = (7 R*)/4
h/2
CG
h
R
* [y=(h-b³)/12
lty=(x·R*)/4
CG
h/2
b/2' b/2
CG
b/3 b

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