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Books Books 11 - 20 of 22 on ... the moment of inertia of the area with respect to a parallel centroidal axis....  
" ... the moment of inertia of the area with respect to a parallel centroidal axis plus the product of the area and the square of the distance between the two axes. "
Strength and Elasticity of Structural Members - Page 139
by R. J. Woods - 1903 - 310 pages
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Applied Mechanics, Volume 1

Charles Edward Fuller, William Atkinson Johnston - Dynamics - 1913
...Therefore, the moment of inertia of a thin flat plate, of uniform thickness and material, about an axis in its plane is equal to the moment of inertia of the area of the plate about that axis multiplied by the weight per unit volume times the thickness of the plate....
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Applied Mechanics

Alfred Peter Poorman - Mechanics, Applied - 1917 - 244 pages
...because I y dA = yA, and for the centroidal axis y = o. Stated in words the equation above is as follows. The moment of inertia of an area with respect to any axis in its plane is equal to its moment of inertia with respect to a parallel centroidal axis plus the product of the area and the...
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Strength of Materials: A Comprehensive Presentation of Scientific Methods of ...

Edward Rose Maurer - Strength of materials - 1917
...moment of inertia can be easily computed from the one given in the tables by the following rule: 49 The moment of inertia of an area with respect to any axis equals the moment of inertia with respect to a parallel axis through the center of gravity, plus the...
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Theory of Structure

Arthur Morley - Structural analysis (Engineering) - 1918 - 584 pages
...Theorem (2). The sum of the moments of inertia of any plane figure about two perpendicular axes in its plane is equal to the moment of inertia of the figure about an axis perpendicular to its plane passing through the intersection of the other two axes....
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Strength of Materials: A Comprehensive Presentation of Scientific Methods of ...

Edward Rose Maurer - Strength of materials - 1919 - 126 pages
...moment of inertia can be easily computed from the one given in the tables by the following rule: -4"CO The moment of inertia of an area with respect to any axis equals the moment of inertia with respect to a parallel axis through the center of gravity, plus the...
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Handbook of Building Construction: Data for Architects, Designing and ...

George A. Hool, Nathan C. Johnson - Building - 1920 - 1474 pages
...Compound Sections. The following rule, developed in treatises on mechanics, applies to any area: The moment of inertia of an area with respect to any axis equals the moment of inertia with respect to a parallel axis through the center of gravity, plus the...
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Cyclopedia of Civil Engineering: A General Reference Work on ..., Volume 5

Civil engineering - 1920
...of inertia can be easily computed from the one given in the tables by the following rule: 336 49 The moment of inertia of an area with respect to any axis equals the moment of inertia with respect to a parallel axis through the center of gravity, plus the...
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Analytical Mechanics for Engineers

Fred B. Seely, Newton Edward Ensign - Mechanics, Analytic - 1921 - 486 pages
...IxdA+d- CdA. since I xdA Ax = Q. J I=1+A<P since Hence the following proposition may be stated : The moment of inertia of an area with respect to any axis in the plane of the area is equal to the moment of inertia of the area with respect to a parallel centroidal...
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Theoretical Naval Architecture

Edward Lewis Attwood - Naval architecture - 1922 - 512 pages
... I = I. + A/ The moment of inertia of an area about any axis is there|N. fore determined by adding to the moment of inertia of the area about a parallel axis through the centre of gravity, the product of the area into the square of the distance between the...
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Fundamentals of Engineering Elasticity

Sidney F. Borg - Science - 1990 - 289 pages
...= / + Ad2 (3.24) which is the very important parallel axis theorem, stated in words, as follows: "The moment of inertia of an area with respect to any axis exceeds its moment of inertia with respect to a parallel axis drawn through its centroid by the product...
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