Strength of Materials |
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Page 151
... maximum reaction , and consequently the maximum shearing force , is at R2 , since it is nearer the resultant load ... Determine the maximum moment and maximum shear . Ans . Max . M = 210 kN.m ; Max . V = 75 kN 464. Three wheel loads roll ...
... maximum reaction , and consequently the maximum shearing force , is at R2 , since it is nearer the resultant load ... Determine the maximum moment and maximum shear . Ans . Max . M = 210 kN.m ; Max . V = 75 kN 464. Three wheel loads roll ...
Page 398
... maximum normal and shearing stresses in the shaft . Ans . T 40.4 MN / m2 = 949. A solid shaft 100 mm in diameter ... Determine the radius of the smallest shaft which can be used if max . o < 80 MPa and max . ↑ < 60 MPa . Ans . r = 34.8 mm ...
... maximum normal and shearing stresses in the shaft . Ans . T 40.4 MN / m2 = 949. A solid shaft 100 mm in diameter ... Determine the radius of the smallest shaft which can be used if max . o < 80 MPa and max . ↑ < 60 MPa . Ans . r = 34.8 mm ...
Page 461
... determine the maxi- mum length of a W360 × 122 section if it is used as a hinged - end column to support a load of 1200 kN . Use σyp 450 MPa . = Ans . L = 7.25 m 1114. Determine the maximum length of a W250 × 167 section used as a ...
... determine the maxi- mum length of a W360 × 122 section if it is used as a hinged - end column to support a load of 1200 kN . Use σyp 450 MPa . = Ans . L = 7.25 m 1114. Determine the maximum length of a W250 × 167 section used as a ...
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