Strength of Materials |
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Page 165
... simply supported at its ends . If the density of steel is 7850 kg / m3 , determine the maximum bending stress caused by the weight of the bar . 517. A simply supported beam 4 m long is composed of two C230 x 30 channels riveted back to ...
... simply supported at its ends . If the density of steel is 7850 kg / m3 , determine the maximum bending stress caused by the weight of the bar . 517. A simply supported beam 4 m long is composed of two C230 x 30 channels riveted back to ...
Page 223
... simply supported beam of length L carrying a concentrated load P at midspan . = Ans . 8 PL3 / 48 EI 606. Determine the maximum deflection 8 in a simply supported beam of length L carrying a uniformly distributed load of w N / m applied ...
... simply supported beam of length L carrying a concentrated load P at midspan . = Ans . 8 PL3 / 48 EI 606. Determine the maximum deflection 8 in a simply supported beam of length L carrying a uniformly distributed load of w N / m applied ...
Page 311
... beam 4 m long carries a load varying uniformly from zero at the left end to 15 kN / m at the right end . The beam is ... simply supported beam carrying the given loading and another simply supported beam subjected to end couples is ...
... beam 4 m long carries a load varying uniformly from zero at the left end to 15 kN / m at the right end . The beam is ... simply supported beam carrying the given loading and another simply supported beam subjected to end couples is ...
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