Strength of Materials |
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Page 46
... steel plate 10 in . wide and t in . thick . Determine the thickness t of the steel plates so the assembly will support an axial load of 300,000 lb without exceeding a maximum timber stress of 1200 psi or a maximum steel stress of 20,000 ...
... steel plate 10 in . wide and t in . thick . Determine the thickness t of the steel plates so the assembly will support an axial load of 300,000 lb without exceeding a maximum timber stress of 1200 psi or a maximum steel stress of 20,000 ...
Page 366
... steel section can be set up 1 by replacing the original wood by steel as wide , as in Fig . 10-1c . n The flexure formula can now be applied directly to either the equivalent wood section or the equivalent steel section . With the ...
... steel section can be set up 1 by replacing the original wood by steel as wide , as in Fig . 10-1c . n The flexure formula can now be applied directly to either the equivalent wood section or the equivalent steel section . With the ...
Page 371
... steel bars . Ideally , these steel bars should follow the tensile stress trajectories , but practically they are placed in one layer on the tensile side . Fortunately there is a natural adhesion or bond between concrete and steel ...
... steel bars . Ideally , these steel bars should follow the tensile stress trajectories , but practically they are placed in one layer on the tensile side . Fortunately there is a natural adhesion or bond between concrete and steel ...
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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