Strength of Materials |
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Page 31
... deformation 8 , the ap- plied load P , the length L , the cross - sectional area A , and the modulus of elasticity E. The unit of deformation & has the same unit as length L ... deformation . is Art . 2-3 ] 31 Hooke's Law . Axial Deformation.
... deformation 8 , the ap- plied load P , the length L , the cross - sectional area A , and the modulus of elasticity E. The unit of deformation & has the same unit as length L ... deformation . is Art . 2-3 ] 31 Hooke's Law . Axial Deformation.
Page 62
... deformation d equal to DE . The length of this deformation is the arc of a circle whose radius is p and which is subtended by the angle of 0 radians ; the length is given by ρ 88 = DE = ρθ The unit deformation of this fiber is Y = δε L ...
... deformation d equal to DE . The length of this deformation is the arc of a circle whose radius is p and which is subtended by the angle of 0 radians ; the length is given by ρ 88 = DE = ρθ The unit deformation of this fiber is Y = δε L ...
Page 67
... deformation , so that 0 , 0. Applying Eq . ( 3-1 ) gives = = ( ( 74 ) . - ( 74 ) . ] TL T. ( 3 ) Ta ( 6 ) π ( 2 ) 4 ... deformation is the algebraic sum of the deformation in each segment . Arbitrarily denoting clockwise deformation as ...
... deformation , so that 0 , 0. Applying Eq . ( 3-1 ) gives = = ( ( 74 ) . - ( 74 ) . ] TL T. ( 3 ) Ta ( 6 ) π ( 2 ) 4 ... deformation is the algebraic sum of the deformation in each segment . Arbitrarily denoting clockwise deformation as ...
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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