Strength of Materials |
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Page 96
... caused by the external loads which lie either to the left or to the right of the section . We have been careful to assign plus signs to V and M caused by upward - acting loads , and minus signs to V and M caused by downward - acting ...
... caused by the external loads which lie either to the left or to the right of the section . We have been careful to assign plus signs to V and M caused by upward - acting loads , and minus signs to V and M caused by downward - acting ...
Page 200
... caused by any load system is the algebraic sum of the bending moments at that section caused by each load acting separately . This statement is expressed algebraically by M = ( ZM ) L = ( ΣΜ ) R Ꭱ ( 4-2 ) where ( M ) indicates the sum ...
... caused by any load system is the algebraic sum of the bending moments at that section caused by each load acting separately . This statement is expressed algebraically by M = ( ZM ) L = ( ΣΜ ) R Ꭱ ( 4-2 ) where ( M ) indicates the sum ...
Page 302
... caused by the loads P and Q. Under these conditions , segments AB and BC will act as fixed ended beams sub- jected to the fixed end moments caused by loads P and Q. These fixed end moments ( hereafter abbreviated to FEM ) are assumed to ...
... caused by the loads P and Q. Under these conditions , segments AB and BC will act as fixed ended beams sub- jected to the fixed end moments caused by loads P and Q. These fixed end moments ( hereafter abbreviated to FEM ) are assumed to ...
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allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit R₂ radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ