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ACI Struct J 2005 102(1):150–8] proposed an analytical approach for reducing the amount of longitudinal reinforcement in reinforced concrete members subjected to the action of axial force and bending moment acting about a principal axis of the cross-section.
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In the EFA, a principal axis factoring analysis with oblique rotation (direct oblimin method) was adopted.
A principal axis factoring with varimax rotation, eigenvalue over 1.0, was applied for evaluation of the structure of the questionnaire.
Fifth, a principal axis factor analysis (PAF) was employed to determine the higher-order latent structure of the Peace Scales.
We then conducted a principal axis factor analysis with this number of factors, using an orthogonal rotation to attain a simple factor structure.
In order to clarify the factorial structure of the questionnaire an explorative factor analysis was conducted by means of a principal axis factor analysis (PAF) [ 31].
This could be envisaged as requiring a 180° rotation of every other polymer about its principal axis.
The approach is illustrated for two examples, including a case in which independent load combinations cause bending about each principal axis of the section.
While square and circular hollow sections are often the most effective in resisting axial loads, rectangular hollow sections, with greater stiffness about one principal axis than the other, are generally more suitable in bending.
The stability criterion obtained states that the motion is stable if the rotor spins about the principal axis of maximum moment of inertia and the values of the radius of the mercury ring and the height of the damper to the mass center of the gyroscope are restricted in a confined region.
Based on the physical properties and sectional dimensions of a conventional channel beam, a new channel beam (called the "iso-moment-of-inertia" beam), with area moment of inertia about the unsymmetrical principal axis of the cross-section equal to that about the symmetrical one, is obtained.
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