Engineering Mechanics of Materials |
From inside the book
Results 1-3 of 40
Page 218
... principal centroidal axes of inertia . The second principal centroidal axis of inertia is perpendicular to the first and it is , obviously , not an axis of symmetry . If it is assumed that b < h , then the moment of inertia with respect ...
... principal centroidal axes of inertia . The second principal centroidal axis of inertia is perpendicular to the first and it is , obviously , not an axis of symmetry . If it is assumed that b < h , then the moment of inertia with respect ...
Page 226
... principal axes of inertia and the second the v principal axes of inertia for ... axis of sym- metry for a cross section is a principal axis of inertia , it ... centroidal axis of inertia ( denoted as the v principal axis ) , and a ...
... principal axes of inertia and the second the v principal axes of inertia for ... axis of sym- metry for a cross section is a principal axis of inertia , it ... centroidal axis of inertia ( denoted as the v principal axis ) , and a ...
Page 258
... principal centroidal axis of inertia , of the neutral axis for unsymmetric bending in terms of the principal centroi- dal moments of inertia I , and I , and the orientation , angle o , of the plane of the loads with respect to the v ...
... principal centroidal axis of inertia , of the neutral axis for unsymmetric bending in terms of the principal centroi- dal moments of inertia I , and I , and the orientation , angle o , of the plane of the loads with respect to the v ...
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