Strength of Materials |
From inside the book
Results 1-3 of 14
Page 429
... main 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 X 1 ) ( ) ( 11,000 ) + 4560 + 15,420 49,580 lb ( d ) It is obvious now that ...
... main 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 X 1 ) ( ) ( 11,000 ) + 4560 + 15,420 49,580 lb ( d ) It is obvious now that ...
Page 431
... plate is in . Find the strength of a repeating section , the efficiency , and maxi- mum internal pressure . Ans ... main plate , in . , and of cover plates , in . Compute the strength of a repeating section and the efficiency . 1206. A ...
... plate is in . Find the strength of a repeating section , the efficiency , and maxi- mum internal pressure . Ans ... main plate , in . , and of cover plates , in . Compute the strength of a repeating section and the efficiency . 1206. A ...
Page 433
... main plate , and that 4000 lb acts against each cover plate . Since the combined thickness of two cover plates is larger than that of the main plate , the maximum average bearing stress occurs in the main plate and is given by Pb St ...
... main plate , and that 4000 lb acts against each cover plate . Since the combined thickness of two cover plates is larger than that of the main plate , the maximum average bearing stress occurs in the main plate and is given by Pb St ...
Other editions - View all
Common terms and phrases
allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ