Strength of Materials |
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Page 125
... Maximum Shearing Force . If all three loads are on the span , the resultant load R is 11 ft from R2 when C is over R2 ; it is 15 ft from R1 when A is over R1 . Evidently the maximum reaction , and consequently the maximum shearing force ...
... Maximum Shearing Force . If all three loads are on the span , the resultant load R is 11 ft from R2 when C is over R2 ; it is 15 ft from R1 when A is over R1 . Evidently the maximum reaction , and consequently the maximum shearing force ...
Page 168
... maximum shearing stress on any rectangular section . V 2 bh [ S. = 3 ] = 3 1800 2 ( 4 ) ( 6 ) = 112.5 psi The shearing stresses at the 4 - in . layer and the 5 - in . layer are determined similarly to be 100 psi and 62.5 psi ...
... maximum shearing stress on any rectangular section . V 2 bh [ S. = 3 ] = 3 1800 2 ( 4 ) ( 6 ) = 112.5 psi The shearing stresses at the 4 - in . layer and the 5 - in . layer are determined similarly to be 100 psi and 62.5 psi ...
Page 461
... maximum strain is ( 1 + 2μ ) E = On the other hand , when S2 - Sy pression , the maximum strain is ( 1 = S -S2 , as in hydrostatic com- - 2μ ) · Thus , different strains may E appear with the same maximum stress . The Maximum Shear ...
... maximum strain is ( 1 + 2μ ) E = On the other hand , when S2 - Sy pression , the maximum strain is ( 1 = S -S2 , as in hydrostatic com- - 2μ ) · Thus , different strains may E appear with the same maximum stress . The Maximum Shear ...
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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