Engineering Mechanics of Materials4. 2 Solid Circular Shafts-Angle of Twist and Shearing Stresses 159 4. 3 Hollow Circular Shafts-Angle of Twist and Shearing Stresses 166 4. 4 Principal Stresses and Strains Associated with Torsion 173 4. 5 Analytical and Experimental Solutions for Torsion of Members of Noncircular Cross Sections 179 4. 6 Shearing Stress-Strain Properties 188 *4. 7 Computer Applications 195 5 Stresses in Beams 198 5. 1 Introduction 198 5. 2 Review of Properties of Areas 198 5. 3 Flexural Stresses due to Symmetric Bending of Beams 211 5. 4 Shear Stresses in Symmetrically Loaded Beams 230 *5. 5 Flexural Stresses due to Unsymmetric Bending of Beams 248 *5. 6 Computer Applications 258 Deflections of Beams 265 I 6. 1 Introduction 265 6. 2 Moment-Curvature Relationship 266 6. 3 Beam Deflections-Two Successive Integrations 268 6. 4 Derivatives of the Elastic Curve Equation and Their Physical Significance 280 6. 5 Beam Deflections-The Method of Superposition 290 6. 6 Construction of Moment Diagrams by Cantilever Parts 299 6. 7 Beam Deflections-The Area-Moment Method 302 *6. 8 Beam Deflections-Singularity Functions 319 *6. 9 Beam Deflections-Castigliano's Second Theorem 324 *6. 10 Computer Applications 332 7 Combined Stresses and Theories of Failure 336 7. 1 Introduction 336 7. 2 Axial and Torsional Stresses 336 Axial and Flexural Stresses 342 7. 3 Torsional and Flexural Stresses 352 7. 4 7. 5 Torsional, Flexural, and Axial Stresses 358 *7. 6 Theories of Failure 365 Computer Applications 378 *7. |
From inside the book
Results 1-3 of 25
Page 626
... concrete fiber FIGURE 13.17 | ds , = € sL | F + 8c = ecl Fc concrete is ignored in the computations . Refer to Fig . 13.17 to understand how this replacement based upon the following two concepts is to be accomplished . 1. The force ...
... concrete fiber FIGURE 13.17 | ds , = € sL | F + 8c = ecl Fc concrete is ignored in the computations . Refer to Fig . 13.17 to understand how this replacement based upon the following two concepts is to be accomplished . 1. The force ...
Page 627
... concrete beam to an equivalent concrete beam , which then may be analyzed with the flexural stress equation . Once the stress is calculated in the fictional concrete it must be interpreted as a stress in the steel rods by using Eq ...
... concrete beam to an equivalent concrete beam , which then may be analyzed with the flexural stress equation . Once the stress is calculated in the fictional concrete it must be interpreted as a stress in the steel rods by using Eq ...
Page 629
... concrete . Use a modular ratio n = 10 and M = 50 k - ft . = = 13.47 A reinforced concrete beam has a rectangular cross section with b = 0.36 m , d = 0.60 m , and A , 20.6 × 10-4 m2 . If a moment of 140 kN - m is applied to the beam ...
... concrete . Use a modular ratio n = 10 and M = 50 k - ft . = = 13.47 A reinforced concrete beam has a rectangular cross section with b = 0.36 m , d = 0.60 m , and A , 20.6 × 10-4 m2 . If a moment of 140 kN - m is applied to the beam ...
Contents
Stresses in Beams | 198 |
Deflections of Beams | 265 |
Combined Stresses and Theories of Failure | 336 |
Copyright | |
8 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 constant coordinate cross section cross-sectional area cylinder deflection deformation depicted in Fig diameter elastic curve equal equation equilibrium Euler EXAMPLE factor of safety FIGURE flexural stress FORTRAN free-body diagram k-ft k-in kN-m lb/ft length longitudinal M₁ material maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal stress obtained perpendicular plane stress plane stress condition plot principal centroidal axis principal stresses r₁ radius ratio rectangular Refer to Fig rotation shaft shear force shear strain shown in Fig slope SOLUTION statically indeterminate steel stress element T₁ t₂ tensile Tmax torque torsional uniform load V₁ yield stress zero