Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
Dentro del libro
Resultados 1-3 de 29
Página 89
... inertia . 59. Moment of Inertia of Rectangles , Circles , and Triangles . The moment of inertia of rolled steel sections used in building construction is given in tables of properties of sections published by the steel companies . See ...
... inertia . 59. Moment of Inertia of Rectangles , Circles , and Triangles . The moment of inertia of rolled steel sections used in building construction is given in tables of properties of sections published by the steel companies . See ...
Página 91
... inertia . If the moments of inertia of the component parts of an area are taken about the same axis , they may be added or subtracted to find the moment of inertia of the area . EXAMPLES EXAMPLE . Compute the moment of inertia of the ...
... inertia . If the moments of inertia of the component parts of an area are taken about the same axis , they may be added or subtracted to find the moment of inertia of the area . EXAMPLES EXAMPLE . Compute the moment of inertia of the ...
Página 93
... inertia for the areas shown in Figs . 57 ( b ) , ( c ) , ( d ) , and ( e ) about a horizontal axis taken through the centroids of the areas . 60. Transferring Moments of Inertia . For unsymmetrical cross sections the moment of inertia ...
... inertia for the areas shown in Figs . 57 ( b ) , ( c ) , ( d ) , and ( e ) about a horizontal axis taken through the centroids of the areas . 60. Transferring Moments of Inertia . For unsymmetrical cross sections the moment of inertia ...
Contenido
CHAPTER | 1 |
Elements of a Force | 9 |
Equilibrant | 15 |
Derechos de autor | |
Otras 64 secciones no mostradas
Otras ediciones - Ver todas
Términos y frases comunes
allowable axial load allowable load allowable unit stress angle bars center of moments centroid column compressive stresses compressive unit stress Compute the maximum concentrated load cross section cross-sectional area deflection deformation determine diameter distance double bearing elastic limit EXAMPLE EXAMPLE factor of safety fillet weld flexure formula force polygon free body diagram funicular polygon hence indicated in Fig inertia intersection length line of action linear foot magnitude material maximum bending maximum shear modulus of elasticity moment of inertia neutral surface parallel parallelogram of forces pier plate pounds per linear pounds per square pressure PROBLEMS R₁ radius of gyration reactions reinforced concrete resisting respect resultant rivet rods section modulus shaft shear diagram shearing stress shearing unit stress shown in Fig simple beam single bearing slenderness ratio SOLUTION span square inch stirrups Table tensile stresses thickness three forces truss uniformly distributed load weight width zero