Strength of Materials |
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Page 139
... supported by a guy wire AC in the position shown in Fig . P - 515 . The beam carries a load , including its weight , of 500 lb for each foot of its length . Compute the maximum flexural stress at the middle of the beam . Ans . S = 725 ...
... supported by a guy wire AC in the position shown in Fig . P - 515 . The beam carries a load , including its weight , of 500 lb for each foot of its length . Compute the maximum flexural stress at the middle of the beam . Ans . S = 725 ...
Page 147
... supported beam 24 ft long carries a uniformly distributed load of 2000 lb / ft over its entire length and a ... supported by floor joists ( called floor beams in steel construction ) . The floor joists are assumed to act as simply ...
... supported beam 24 ft long carries a uniformly distributed load of 2000 lb / ft over its entire length and a ... supported by floor joists ( called floor beams in steel construction ) . The floor joists are assumed to act as simply ...
Page 175
... supported span 24 ft long . Determine P and its location to cause simultaneously a maximum flexural stress of 1200 psi and a maximum shearing stress of 150 psi 585. A simply supported beam L ft long carries a uniformly distributed load ...
... supported span 24 ft long . Determine P and its location to cause simultaneously a maximum flexural stress of 1200 psi and a maximum shearing stress of 150 psi 585. A simply supported beam L ft long carries a uniformly distributed load ...
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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