Strength of Materials |
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Page 160
... horizontal layer at fg than at dce . Of course , the total compressive force C1 plus C2 acting over the area abgf ... horizontal force exists at the neutral axis . This unbalanced force decreases gradually to zero as the effects of ...
... horizontal layer at fg than at dce . Of course , the total compressive force C1 plus C2 acting over the area abgf ... horizontal force exists at the neutral axis . This unbalanced force decreases gradually to zero as the effects of ...
Page 162
... horizontal thrust H2 caused by the compressive forces on sec- tion ( 2 ) will be greater than the resultant horizontal thrust H1 on section ( 1 ) . This difference be- tween H2 and H1 can be balanced only by the resisting shear force dF ...
... horizontal thrust H2 caused by the compressive forces on sec- tion ( 2 ) will be greater than the resultant horizontal thrust H1 on section ( 1 ) . This difference be- tween H2 and H1 can be balanced only by the resisting shear force dF ...
Page 163
... horizontal shearing stress , S = V Ib dM dx Le S u dM Ib dx = y dA V , the vertical shear ; so we obtain for L V V y ... Horizontal and Vertical Shearing Stresses . Most stu- dents are surprised to find the term vertical shear ( V ) ...
... horizontal shearing stress , S = V Ib dM dx Le S u dM Ib dx = y dA V , the vertical shear ; so we obtain for L V V y ... Horizontal and Vertical Shearing Stresses . Most stu- dents are surprised to find the term vertical shear ( V ) ...
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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