Strength of Materials |
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Page 445
... weld is F lengths of weld are = 9600t = 9600 X 32 P L = F Li = 9 ༢༡ = 30,000 2700 2700 lb / in . = 11.1 in . Hence the required and L2 = 12,000 2700 = 4.44 in . These values should be increased by in . to provide for starting and ...
... weld is F lengths of weld are = 9600t = 9600 X 32 P L = F Li = 9 ༢༡ = 30,000 2700 2700 lb / in . = 11.1 in . Hence the required and L2 = 12,000 2700 = 4.44 in . These values should be increased by in . to provide for starting and ...
Page 447
... weld . This analysis was based on the concept that the weld is uniformly loaded along its length . This as- sumption is reasonable if all welds are of the same size and if the applied load passes through the centroid of the weld lines ...
... weld . This analysis was based on the concept that the weld is uniformly loaded along its length . This as- sumption is reasonable if all welds are of the same size and if the applied load passes through the centroid of the weld lines ...
Page 451
... welds to be specified . What maximum value of P can be applied vertically as shown if in . welds are used ? 1251. Referring to Fig . P - 1250 , find the maximum force per inch of weld if a transverse fillet weld is added along the ...
... welds to be specified . What maximum value of P can be applied vertically as shown if in . welds are used ? 1251. Referring to Fig . P - 1250 , find the maximum force per inch of weld if a transverse fillet weld is added along the ...
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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 R₂ 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