Strength of Materials |
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Page 229
... tangent drawn at A , or as the tangential deviation of B with respect to A. The subscript indicates that the deviation is measured from B relative to a reference tangent drawn at A. Figure 6-9 illustrates the difference between the ...
... tangent drawn at A , or as the tangential deviation of B with respect to A. The subscript indicates that the deviation is measured from B relative to a reference tangent drawn at A. Figure 6-9 illustrates the difference between the ...
Page 241
... tangent drawn to the elastic curve at the wall will be horizontal , as in Fig . 6-18 . Therefore , if the tangential deviation at A is measured from a tangent drawn at B , the deviation A / B will equal the deflection 8 at A. Several ...
... tangent drawn to the elastic curve at the wall will be horizontal , as in Fig . 6-18 . Therefore , if the tangential deviation at A is measured from a tangent drawn at B , the deviation A / B will equal the deflection 8 at A. Several ...
Page 243
... drawn to the elastic A curve at A and B. Then by Theorem I we obtain 1 0A 01 = 0AB = ΕΙ ( area ) AB = 1 1 wL2 EI 4 6 ... tangent at A to the right tangent at B ; hence the slope at A is up to the right as shown . The maximum deflection 8 ...
... drawn to the elastic A curve at A and B. Then by Theorem I we obtain 1 0A 01 = 0AB = ΕΙ ( area ) AB = 1 1 wL2 EI 4 6 ... tangent at A to the right tangent at B ; hence the slope at A is up to the right as shown . The maximum deflection 8 ...
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