Strength of Materials |
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Page 159
... compressive and tensile forces . If we add the horizontal forces acting over the entire depth of the section , the compressive forces will exactly balance the tensile forces , as is required by the equilibrium condition EX = 0 ( Art . 5 ...
... compressive and tensile forces . If we add the horizontal forces acting over the entire depth of the section , the compressive forces will exactly balance the tensile forces , as is required by the equilibrium condition EX = 0 ( Art . 5 ...
Page 160
... compressive force C1 plus C2 acting over the area abgf may also be computed as the average of the stresses Sa and S ... compressive force as we descend by equal intervals from the top ; i.e. , although the total compressive force ...
... compressive force C1 plus C2 acting over the area abgf may also be computed as the average of the stresses Sa and S ... compressive force as we descend by equal intervals from the top ; i.e. , although the total compressive force ...
Page 373
... compressive force C and the tensile force T ; this value is C ( jd ) or T ( jd ) . According to this concept , the average compressive stress in the concrete is fe , where fe is the maximum compressive stress . The compressive force C ...
... compressive force C and the tensile force T ; this value is C ( jd ) or T ( jd ) . According to this concept , the average compressive stress in the concrete is fe , where fe is the maximum compressive stress . The compressive force C ...
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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