Strength of Materials |
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Page 148
... 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 ...
... 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 ...
Page 299
... reaction R and sketch the shear and moment diagrams . R w N / m L = Ans . R ( 11/40 ) wL Figure P - 721 . 722. For the beam shown in Fig . P - 722 , compute the reaction R at the propped end and the moment at the wall . Check your ...
... reaction R and sketch the shear and moment diagrams . R w N / m L = Ans . R ( 11/40 ) wL Figure P - 721 . 722. For the beam shown in Fig . P - 722 , compute the reaction R at the propped end and the moment at the wall . Check your ...
Page 331
... reaction acts upward at the end having the larger negative moment . Generalizing this discussion , we may state that the couple reaction R ' on any span is given by M1 - M , R ' = L ( 8-2 ) is where M , is the larger absolute value of ...
... reaction acts upward at the end having the larger negative moment . Generalizing this discussion , we may state that the couple reaction R ' on any span is given by M1 - M , R ' = L ( 8-2 ) is where M , is the larger absolute value of ...
Common terms and phrases
allowable stresses aluminum angle applied load assumed axial load beam carrying beam in Fig beam loaded beam shown bending moment bolt bronze cantilever beam centroid column compressive stress concentrated load continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equilibrium equivalent exploratory section factor of safety fibers free-body diagram GN/m² Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS kN.m kN·m kN/m length load diagram loaded as shown M₁ M₂ maximum shearing stress midspan deflection mm² MN/m² Mohr's circle moment of inertia N/m² neutral axis obtain P₁ P₂ plane plate positive principal stresses proportional limit R₁ R₂ R2 Figure radius reaction resisting restrained beam resultant rivet segment shaft shear diagram shearing force shown in Fig simply supported beam Solution span statically indeterminate steel strain tangent drawn tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld ΕΙ