Introduction to Mechanics of Deformable Solids |
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Page 412
... column with hinged ends , P2 may not be significant in design . The maximum load Pmax the column can carry before failure may be far less than Ph . A first step in a more complete analysis is the comparison of the average compressive ...
... column with hinged ends , P2 may not be significant in design . The maximum load Pmax the column can carry before failure may be far less than Ph . A first step in a more complete analysis is the comparison of the average compressive ...
Page 420
... column of length L1 is shown in Fig . 16.3c , a propped cantilever column ( fixed at one end and hinged at the other ) of length L2 is drawn in Fig . 16.76 , and a continuous column is illustrated in Fig . 16.7c . Each leads to an ...
... column of length L1 is shown in Fig . 16.3c , a propped cantilever column ( fixed at one end and hinged at the other ) of length L2 is drawn in Fig . 16.76 , and a continuous column is illustrated in Fig . 16.7c . Each leads to an ...
Page 434
... column , 6 , 403 deflection amplification , 407 , 411 differential equation , 404 , 427 initial deflection v1 , 411 transverse load q , Q , 421 variable EI , P , q , 427 linear elastic , cantilever , 404-407 eccentric loading , 426 ...
... column , 6 , 403 deflection amplification , 407 , 411 differential equation , 404 , 427 initial deflection v1 , 411 transverse load q , Q , 421 variable EI , P , q , 427 linear elastic , cantilever , 404-407 eccentric loading , 426 ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero