Strength of Materials |
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Page 10
... free - body diagrams . Note that in this example , it would have been easier to determine the load in the steel ... diagram of the entire truss is shown in Fig . 1-9a . An equilibrium analysis of this free - body diagram results in the ...
... free - body diagrams . Note that in this example , it would have been easier to determine the load in the steel ... diagram of the entire truss is shown in Fig . 1-9a . An equilibrium analysis of this free - body diagram results in the ...
Page 125
... free - body diagram of a beam segment produces equilibrium of that segment . Thus , in Fig . 4-18 , the segments to the left and right of section b - b in Fig . 4-17 are held in equilibrium by the shear and moment at section b - b . As ...
... free - body diagram of a beam segment produces equilibrium of that segment . Thus , in Fig . 4-18 , the segments to the left and right of section b - b in Fig . 4-17 are held in equilibrium by the shear and moment at section b - b . As ...
Page 314
... free - body diagrams in Fig . 8-1b . Hence the vertical shears at points 1 , 2 , and 3 are equal to the algebraic sum of the simple beam reaction and couple reaction at these respective points . In this manner , the moment diagram of ...
... free - body diagrams in Fig . 8-1b . Hence the vertical shears at points 1 , 2 , and 3 are equal to the algebraic sum of the simple beam reaction and couple reaction at these respective points . In this manner , the moment diagram 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