Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
Dentro del libro
Resultados 1-3 de 81
Página vii
... materials will enable them to understand more fully the theory of the design of structural members regardless of the material involved . This is an elementary treatment written for those who have had limited preparation . The best books ...
... materials will enable them to understand more fully the theory of the design of structural members regardless of the material involved . This is an elementary treatment written for those who have had limited preparation . The best books ...
Página 64
... material is its ability to resist forces . The three basic stresses are compression , tension , and shear ; hence , in speaking of the strength of a material , we must know the type of stress to which the material is to be subjected ...
... material is its ability to resist forces . The three basic stresses are compression , tension , and shear ; hence , in speaking of the strength of a material , we must know the type of stress to which the material is to be subjected ...
Página 65
... material having the property which permits plastic deformation when subjected to a compressive force is a malleable material . Materials that may be hammered into sheets are examples of malleable materials . Ductile materials are gener ...
... material having the property which permits plastic deformation when subjected to a compressive force is a malleable material . Materials that may be hammered into sheets are examples of malleable materials . Ductile materials are gener ...
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