Strength of Materials |
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Page 123
... reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction when the leftmost load is over that reaction , or at the right reaction when the rightmost load is over it . In other words , the ...
... reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction when the leftmost load is over that reaction , or at the right reaction when the rightmost load is over it . In other words , the ...
Page 287
... reactions were computed as follows , the numerical subscripts referring to the span on which they act . Ms M Ms L Mi R ' L R ' R ' R ' ( a ) Negative end moments ( b ) Negative moment My and positive moment M ̧ Fig . 8-11 . - Couple ...
... reactions were computed as follows , the numerical subscripts referring to the span on which they act . Ms M Ms L Mi R ' L R ' R ' R ' ( a ) Negative end moments ( b ) Negative moment My and positive moment M ̧ Fig . 8-11 . - Couple ...
Page 288
... reaction 160.0 80.0 200.0 Couple reaction -24.1 24.1 -13.7 100.0 90.0 13.7 35.5 30.0 -35.5 Vertical shear 135.9 104.1 186.3 113.7 200.5 99.5 ( a ) 186.3 200.5 135.9 -104.1 -113.7 ( b ) N 80.5 -99.5 Fig . 8-12 . Method II of computing ...
... reaction 160.0 80.0 200.0 Couple reaction -24.1 24.1 -13.7 100.0 90.0 13.7 35.5 30.0 -35.5 Vertical shear 135.9 104.1 186.3 113.7 200.5 99.5 ( a ) 186.3 200.5 135.9 -104.1 -113.7 ( b ) N 80.5 -99.5 Fig . 8-12 . Method II of computing ...
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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