Engineering Mechanics of Materials |
From inside the book
Results 1-3 of 78
Page 337
... Homework Problems Text sections and problems are to be associated as follows : Section 6.8 , Problems 6.57 to 6.64 . Section 6.9 , Problems 6.65 to 6.69 . Section 6.10 , Problems 6.70 to 6.76 . 6.57 Refer to Figure H6.43 and use ...
... Homework Problems Text sections and problems are to be associated as follows : Section 6.8 , Problems 6.57 to 6.64 . Section 6.9 , Problems 6.65 to 6.69 . Section 6.10 , Problems 6.70 to 6.76 . 6.57 Refer to Figure H6.43 and use ...
Page 593
... Homework Problems 12.13 A solid circular shaft fabricated of a material with a shearing yield stress of 600 MPa has a radius of 0.05 m . Determine the first ... Homework Problems 12.23 The fixed - end beam shown in HOMEWORK PROBLEMS 593.
... Homework Problems 12.13 A solid circular shaft fabricated of a material with a shearing yield stress of 600 MPa has a radius of 0.05 m . Determine the first ... Homework Problems 12.23 The fixed - end beam shown in HOMEWORK PROBLEMS 593.
Page 685
... psi . = 14.29 Repeat Problem 14.28 with the midspan load acting parallel to the 5 - in . dimension . All other condi- tions remain unchanged . Homework Problems Use singularity functions in the solution of all. HOMEWORK PROBLEMS 685.
... psi . = 14.29 Repeat Problem 14.28 with the midspan load acting parallel to the 5 - in . dimension . All other condi- tions remain unchanged . Homework Problems Use singularity functions in the solution of all. HOMEWORK PROBLEMS 685.
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