Strength of Materials |
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Page 511
... plastic 1 Eyp ( b ) Elastic - perfectly plastic Fig . 14-1 . Idealized stress - strain diagrams . - is less within the plastic region than it is within the elastic region . Such a material is said to strain - harden ; it does not permit ...
... plastic 1 Eyp ( b ) Elastic - perfectly plastic Fig . 14-1 . Idealized stress - strain diagrams . - is less within the plastic region than it is within the elastic region . Such a material is said to strain - harden ; it does not permit ...
Page 517
... plastic material . In ( b ) the unloading and reloading lines actually coincide but are shown slightly separated for better comparison with ( a ) . ( curve CBD ) . For an idealized elastic - perfectly plastic material to which our ...
... plastic material . In ( b ) the unloading and reloading lines actually coincide but are shown slightly separated for better comparison with ( a ) . ( curve CBD ) . For an idealized elastic - perfectly plastic material to which our ...
Page 534
... plastic type so that strain - hardening effects are not considered . For solid circular shafts twisted into the plastic range , the torque is T πρ = Ti 3 * T2 ( 4-14 ) S.VP 6 Ssyp ( 14-1 ) where r ; defines the elastic - plastic ...
... plastic type so that strain - hardening effects are not considered . For solid circular shafts twisted into the plastic range , the torque is T πρ = Ti 3 * T2 ( 4-14 ) S.VP 6 Ssyp ( 14-1 ) where r ; defines the elastic - plastic ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
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acting actual allowable angle applied assumed axial axis beam beam shown bending bolt carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation determine developed diagram diameter direction distance effect elastic curve element equal equation equivalent expressed flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum method midspan moments negative neutral axis normal obtain occurs plane plate positive Prob PROBLEMS produce R₁ radius reaction relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows simply slope Solution Solve span spring steel strain strength supported Table tangent tensile thickness torque torsional uniformly varies vertical wall yield zero ΕΙ