Strength of Materials |
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Page 423
... cover plate is used . ) The number of rows of rivets used to fasten the cover plates to each main plate identifies the joint as single - riveted , double - riveted , etc. ( Fig . 12-2 ) . Frequently the outer cover plate in a boiler ...
... cover plate is used . ) The number of rows of rivets used to fasten the cover plates to each main plate identifies the joint as single - riveted , double - riveted , etc. ( Fig . 12-2 ) . Frequently the outer cover plate in a boiler ...
Page 429
... cover plates is resisted by the tensile strength of the reduced section at that row ( see Fig . 12-8 ) . The tensile strength of one cover plate is given by Po ( 11,000 ) = 18,470 lb - ( 7 - 2 × 13 ) ( 15 ) α = X 16 In an ordinary butt ...
... cover plates is resisted by the tensile strength of the reduced section at that row ( see Fig . 12-8 ) . The tensile strength of one cover plate is given by Po ( 11,000 ) = 18,470 lb - ( 7 - 2 × 13 ) ( 15 ) α = X 16 In an ordinary butt ...
Page 435
Ferdinand Leon Singer. width of the cover or strap plates at row 2 if the tensile stress is not to exceed 15,000 psi . Rivet diameter is in .; thickness of main plate is in . , and of each cover plate , in . P P Row 1 Row 2 P P Fig . 12 ...
Ferdinand Leon Singer. width of the cover or strap plates at row 2 if the tensile stress is not to exceed 15,000 psi . Rivet diameter is in .; thickness of main plate is in . , and of each cover plate , in . P P Row 1 Row 2 P P Fig . 12 ...
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