 M=e or, since 2 as* is the moment of inertia of the section ab, we have as the expression for the sum of the moments of the internal forces, H being the strain in the remotest fiber, e its distance from the neutral axis, and I the moment of inertia of...  General Design of Warships - Page 7de William Hovgaard - 1920 - 306 pagesAffichage du livre entier - À propos de ce livre
 | Mansfield Merriman - 1876 - 152 pages
...sum of the moments of the internal forces, H being the strain in the remotest fiber, e its distance from the neutral axis, and I the moment of inertia of the cross-section. The line - df denotes the change of length of the fiber ad due to the force H. Hence... | |
 | 1876 - 612 pages
...sum of the moments of the internal forces, H being the strain in the remotest fiber, e its distance from the neutral axis, and I the moment of inertia of the cross-section. The line df denotes the change of length of the fiber ad due to the force H. Hence if... | |
 | Mansfield Merriman - 1876 - 134 pages
...sum of the moments of the internal forces, H being the strain in the remotest liber, e its distance from the neutral axis, and I the moment of inertia of the cross-section. The line df denotes the change of length of the fiber a ct clue to the force H. Hence... | |
 | Mansfield Merriman - 1905 - 554 pages
...neutral surface. Formula (108) applies to any form of section, / being its width at the distance z from the neutral axis, and I the moment of inertia of the whole section with respect to that axis. Since the vertical shearing unit-stress as any point is equal... | |
 | Charles Edward Fuller, William Atkinson Johnston - 1919 - 596 pages
...(1) where M is equal in magnitude to the bending moment, a = the stress intensity at a distance unity from the neutral axis and I = the moment of inertia of the cross section about the neutral axis. If we let / = the intensity of the normal stress at a point in... | |
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