Engineering Mechanics of Materials |
From inside the book
Results 1-3 of 50
Page 100
... limits . The upper limit for σ , for which the relationship between stress and strain is linear is known as the proportional limit . For values of stress above the proportional limit , the relation between stress and strain is a topic ...
... limits . The upper limit for σ , for which the relationship between stress and strain is linear is known as the proportional limit . For values of stress above the proportional limit , the relation between stress and strain is a topic ...
Page 141
... limit , σ ,, is represented by the ordinate to point A in Figures 3.12 and 3.13 . ELASTIC LIMIT . The elastic limit , σ , for a given material is the value of stress beyond which the material experiences a permanent deformation even ...
... limit , σ ,, is represented by the ordinate to point A in Figures 3.12 and 3.13 . ELASTIC LIMIT . The elastic limit , σ , for a given material is the value of stress beyond which the material experiences a permanent deformation even ...
Page 147
... limit . ( b ) The changes in diameter and in length at the pro- portional limit . 12,000 0.0040 19,500 0.1500 12,400 0.0050 20,000 0.2000 12,600 0.0070 20,000 0.2500 12,800 0.0100 18,600 0.3200 12,800 0.0130 17,000 0.4000 12,600 0.0150 ...
... limit . ( b ) The changes in diameter and in length at the pro- portional limit . 12,000 0.0040 19,500 0.1500 12,400 0.0050 20,000 0.2000 12,600 0.0070 20,000 0.2500 12,800 0.0100 18,600 0.3200 12,800 0.0130 17,000 0.4000 12,600 0.0150 ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
acting allowable angle of twist applied Assume axes axis beam bending cantilever centroidal circle column components compressive Compute Consider constant construct coordinate cross section curve deflection deformation depicted in Figure Determine developed diameter direction discussed elastic element energy equal equation equilibrium Example expressed factor failure flexural force free-body diagram function given inertia joint length limit load material maximum shear stress method modulus moment moments neutral axis normal stress Note obtained plane plot positive principal stresses Problem properties quantity ratio reactions Refer to Figure relation represents resist respect rotation segment shaft shown in Figure slope Solution Solve static steel strain strength structural subjected Substitution supported surface tensile tension theory tion torque torsional unit vertical yield zero