Strength of Materials |
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Page 58
... axial load P applied as shown in Fig . P - 242 . Prove that the reactions are given by R , = Pb / L and R2 = Pa / L . ( Note that these reactions are equivalent to those of a simply supported beam carrying a concentrated load . ) P R1 + ...
... axial load P applied as shown in Fig . P - 242 . Prove that the reactions are given by R , = Pb / L and R2 = Pa / L . ( Note that these reactions are equivalent to those of a simply supported beam carrying a concentrated load . ) P R1 + ...
Page 359
... AXIAL AND FLEXURAL LOADS The simply supported beam in Fig . 9 - la carries a concentrated load Q. The supports are hinged to the beam at its centroidal surface . At point A , the flexural stress of My / I . It is tensile and is directed ...
... AXIAL AND FLEXURAL LOADS The simply supported beam in Fig . 9 - la carries a concentrated load Q. The supports are hinged to the beam at its centroidal surface . At point A , the flexural stress of My / I . It is tensile and is directed ...
Page 464
... axial loads on an oak column 150 mm by 200 mm if the length is ( a ) 2 m and ( b ) 4 m . Use E = 11.5 GPa . Ans . ( a ) 582 kN ; ( b ) 146 kN Repeat Problem 1131 for a pine ... Axial load P , 464 11 Columns 11-6 ECCENTRICALLY LOADED COLUMNS.
... axial loads on an oak column 150 mm by 200 mm if the length is ( a ) 2 m and ( b ) 4 m . Use E = 11.5 GPa . Ans . ( a ) 582 kN ; ( b ) 146 kN Repeat Problem 1131 for a pine ... Axial load P , 464 11 Columns 11-6 ECCENTRICALLY LOADED COLUMNS.
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