Introduction to Mechanics of Deformable Solids |
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Page 355
... uniform load of q lb / ft is applied to the right half , as shown . Use the double integration procedure , d2v / dx2 M / EI , to find the left - hand reaction and the deflection curve of the beam . Draw free - body sketches to find M ...
... uniform load of q lb / ft is applied to the right half , as shown . Use the double integration procedure , d2v / dx2 M / EI , to find the left - hand reaction and the deflection curve of the beam . Draw free - body sketches to find M ...
Page 356
... uniform load of q lb / in . is applied over the entire span . If the response is linear - elastic : A. Find the ... uniform ( constant ) at 2 in . , ( G ) that the width b is constant at 2 in . in AC and changes gradually at a uniform ...
... uniform load of q lb / in . is applied over the entire span . If the response is linear - elastic : A. Find the ... uniform ( constant ) at 2 in . , ( G ) that the width b is constant at 2 in . in AC and changes gradually at a uniform ...
Page 420
... uniform cantilever column does give Ph for the uniform hinged - ended column , and vice versa . The reflected picture , shown dashed in Fig . 16.3a top , demonstrates that the cantilever column is equivalent to a hinged - ended column ...
... uniform cantilever column does give Ph for the uniform hinged - ended column , and vice versa . The reflected picture , shown dashed in Fig . 16.3a top , demonstrates that the cantilever column is equivalent to a hinged - ended column ...
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applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ