Engineering Mechanics of Materials |
From inside the book
Results 1-3 of 83
Page 115
B. B. Muvdi, J. W. McNabb. Loaded Members 3.1 Introduction In Chapter 1 , several cases of members subjected to axial loads were introduced and discussed . Methods were developed for determining internal forces in axially loaded members ...
B. B. Muvdi, J. W. McNabb. Loaded Members 3.1 Introduction In Chapter 1 , several cases of members subjected to axial loads were introduced and discussed . Methods were developed for determining internal forces in axially loaded members ...
Page 573
... axially loaded , have uniform internal stresses defined as follows : σ A B 0 B ( EB , OB ) 573 Chapter 12 Analysis and Design for Analysis and Design for Inelastic Behavior Introduction Inelastic Behavior of Axially Loaded Members.
... axially loaded , have uniform internal stresses defined as follows : σ A B 0 B ( EB , OB ) 573 Chapter 12 Analysis and Design for Analysis and Design for Inelastic Behavior Introduction Inelastic Behavior of Axially Loaded Members.
Page 766
... axial , 126 circumferential , 654 definition , 82 radial , 654 Derivatives of elastic curve equation , 280-89 Design , 487-572 axially loaded members , 490-97 basic concepts of , 487-90 columns , 521-26 components to resist combined ...
... axial , 126 circumferential , 654 definition , 82 radial , 654 Derivatives of elastic curve equation , 280-89 Design , 487-572 axially loaded members , 490-97 basic concepts of , 487-90 columns , 521-26 components to resist combined ...
Contents
T Shear and Moment at Specified Sections | 24 |
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
absolute maximum shear aluminum angle of twist applied Assume axes axial force axially loaded beam shown bending C₁ cantilever beam Castigliano's second theorem column components compressive Compute coordinate cross section cross-sectional area cylinder deflection deformation depicted in Figure Determine diameter elastic curve equal equation equilibrium Example factor of safety flexural stress free-body diagram Homework Problems k-ft k-in kN-m length longitudinal M₁ material maximum shear stress MN/m² modulus of elasticity Mohr's circle moment of inertia neutral axis normal stress obtained perpendicular plane stress plot principal centroidal axis principal stresses r₁ ratio Refer to Figure respect rotation section a-a segment shaft shear force shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress condition stress element T₁ tensile tension Tmax torque torsional V₁ vertical yield strength yield stress zero