Strength of Materials |
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Page 423
... plates are butted together and joined by two cover plates riveted to each of the main plates . ( Occasionally only one cover plate is used . ) The number of rows of rivets used to fasten the cover plates to each main plate identifies ...
... plates are butted together and joined by two cover plates riveted to each of the main plates . ( Occasionally only one cover plate is used . ) The number of rows of rivets used to fasten the cover plates to each main plate identifies ...
Page 429
... plate in Row 2 . Similarly , the external load required to tear the main plate at row 3 must include the rivet resistance in rows 1 and 2 , or = P3 = ( 72 × 1 ) ( ) ( 11,000 ) + 4560 + 15,420 49,580 lb ( d ) It is obvious now that this ...
... plate in Row 2 . Similarly , the external load required to tear the main plate at row 3 must include the rivet resistance in rows 1 and 2 , or = P3 = ( 72 × 1 ) ( ) ( 11,000 ) + 4560 + 15,420 49,580 lb ( d ) It is obvious now that this ...
Page 436
... plate width p strap plate = in . = 15,000 , S. 20,000 , and St 40,000 psi . Use in . St 11 in . , thickness of main plate = in . and of each Ans . P = 101,200 lb 1221. In the joint in Illus . Prob . 1219 , if the rivet at row 1 is ...
... plate width p strap plate = in . = 15,000 , S. 20,000 , and St 40,000 psi . Use in . St 11 in . , thickness of main plate = in . and of each Ans . P = 101,200 lb 1221. In the joint in Illus . Prob . 1219 , if the rivet at row 1 is ...
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