Strength of Materials |
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Page 28
Ferdinand Leon Singer. may be assumed constant and its value computed from Eq . ( 2-1 ) . These conditions are : 1. The ... assumed to exist up to a stress at which the strain increases at a rate 50 % greater than shown by the initial ...
Ferdinand Leon Singer. may be assumed constant and its value computed from Eq . ( 2-1 ) . These conditions are : 1. The ... assumed to exist up to a stress at which the strain increases at a rate 50 % greater than shown by the initial ...
Page 274
... assumed as rigid or else as settling the same amount ) ; the equation is used to determine the bending moments in the beam over the supports . If the three - moment equation is used for deflections , two of the points are selected over ...
... assumed as rigid or else as settling the same amount ) ; the equation is used to determine the bending moments in the beam over the supports . If the three - moment equation is used for deflections , two of the points are selected over ...
Page 371
... assumed that the concrete carries no tensile stress , the tensile side of the concrete beam serving merely to position the steel which carries the entire tensile load . The steel is assumed to be uniformly stressed ( since it is all at ...
... assumed that the concrete carries no tensile stress , the tensile side of the concrete beam serving merely to position the steel which carries the entire tensile load . The steel is assumed to be uniformly stressed ( since it is all at ...
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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