Strength of Materials |
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Page 239
Ferdinand Leon Singer, Andrew Pytel. 626. Beam loaded as shown in Fig . P - 626 . Ans . ( area ) AB XB АВ 400 N / m B 1 m A 3 m 1 m R2 R1 Figure P - 626 . = 8.25 kN.m3 3 627. Beam loaded as shown in Fig . P - 627 . ( Hint : Resolve the ...
Ferdinand Leon Singer, Andrew Pytel. 626. Beam loaded as shown in Fig . P - 626 . Ans . ( area ) AB XB АВ 400 N / m B 1 m A 3 m 1 m R2 R1 Figure P - 626 . = 8.25 kN.m3 3 627. Beam loaded as shown in Fig . P - 627 . ( Hint : Resolve the ...
Page 266
... load diagrams . We need merely assume that a beam is loaded , not with the actual loads , but with the M / EI diagram corresponding to these loads . Treating this M / EI diagram as a fictitious loading , we compute the shear and moment ...
... load diagrams . We need merely assume that a beam is loaded , not with the actual loads , but with the M / EI diagram corresponding to these loads . Treating this M / EI diagram as a fictitious loading , we compute the shear and moment ...
Page 594
... beam as shown in Fig . P - 1439 . If the limit moment of the simple beam is three - quarters that of the cantilever beam , determine the load P at which collapse impends . Ans . P = 3M1 / a A a B α P a Figure P - 1439 . 1440. Two steel ...
... beam as shown in Fig . P - 1439 . If the limit moment of the simple beam is three - quarters that of the cantilever beam , determine the load P at which collapse impends . Ans . P = 3M1 / a A a B α P a Figure P - 1439 . 1440. Two steel ...
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