Strength of Materials |
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Page 55
... indeterminate structure carry the most load . This is a fundamental principle in the theory of indeterminate structures and is known as the principle of ridigities . * PROBLEMS 232. A steel bar 50 mm ... Statically Indeterminate Members 55.
... indeterminate structure carry the most load . This is a fundamental principle in the theory of indeterminate structures and is known as the principle of ridigities . * PROBLEMS 232. A steel bar 50 mm ... Statically Indeterminate Members 55.
Page 80
... Statically indeterminate composite shaft . Solution : This problem is statically indeterminate in that we do not know how the applied torque is apportioned to each segment . The procedure we follow is exactly the same as that discussed ...
... Statically indeterminate composite shaft . Solution : This problem is statically indeterminate in that we do not know how the applied torque is apportioned to each segment . The procedure we follow is exactly the same as that discussed ...
Page 107
... statically determinate ; their reactions can be determined directly from the equations of static equilibrium . Other methods of supporting beams are shown in Fig . 4-2 . The propped beam , the fixed - ended or restrained beam , and the ...
... statically determinate ; their reactions can be determined directly from the equations of static equilibrium . Other methods of supporting beams are shown in Fig . 4-2 . The propped beam , the fixed - ended or restrained beam , and the ...
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