Engineering Mechanics of Materials |
From inside the book
Results 1-3 of 92
Page 208
... torsional experiment revealed a well - pronounced torsional yield point as shown in Figure 4.25 . For the data given below : ( a ) Find the shearing modulus of elasticity . ( b ) Find the equation of the shearing stress - strain line ...
... torsional experiment revealed a well - pronounced torsional yield point as shown in Figure 4.25 . For the data given below : ( a ) Find the shearing modulus of elasticity . ( b ) Find the equation of the shearing stress - strain line ...
Page 339
... torsional loads , ( 2 ) axial and flexural loads , ( 3 ) torsional and flexural loads , and ( 4 ) torsional , flexural , and axial loads . In all instances , the material is assumed not to be stressed beyond the elastic limit , to ...
... torsional loads , ( 2 ) axial and flexural loads , ( 3 ) torsional and flexural loads , and ( 4 ) torsional , flexural , and axial loads . In all instances , the material is assumed not to be stressed beyond the elastic limit , to ...
Page 766
... torsional , 47 flexural and axial , 48 flexural axial and torsional , 49 Combined stresses axial and flexural , 345-55 axial and torsional , 339–44 torsional and flexural , 355-61 torsional , flexural and axial , 361–66 Compressive ...
... torsional , 47 flexural and axial , 48 flexural axial and torsional , 49 Combined stresses axial and flexural , 345-55 axial and torsional , 339–44 torsional and flexural , 355-61 torsional , flexural and axial , 361–66 Compressive ...
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
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 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 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 shaft shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress at point stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁