Strength of Materials |
From inside the book
Results 1-3 of 51
Page 91
... shearing force . For the loading shown , V , is numerically equal to R1 ; but if additional loads had been applied between R1 and sec- tion a - a ( as in Figs . 4-5 and 4-6 ) , the net vertical unbalance ( which is equal but oppositely ...
... shearing force . For the loading shown , V , is numerically equal to R1 ; but if additional loads had been applied between R1 and sec- tion a - a ( as in Figs . 4-5 and 4-6 ) , the net vertical unbalance ( which is equal but oppositely ...
Page 163
... shearing stress , S $ = dM dx = V , the vertical shear ; so we obtain for C V Ib yda = 1b A'y = Q Ib We have replaced the integral ( 5-4 ) y dA , which means the sum of the mo- ments of the differential areas dA about the neutral axis ...
... shearing stress , S $ = dM dx = V , the vertical shear ; so we obtain for C V Ib yda = 1b A'y = Q Ib We have replaced the integral ( 5-4 ) y dA , which means the sum of the mo- ments of the differential areas dA about the neutral axis ...
Page 164
Ferdinand Leon Singer. = vertical shearing stress . It is this vertical shearing stress S . ,, shown in Fig . 5-23 , that forms the resisting vertical shear V , Z S รง Fig . 5-23 . ― Y dy N.A. X SS , dA which balances the vertical shear ...
Ferdinand Leon Singer. = vertical shearing stress . It is this vertical shearing stress S . ,, shown in Fig . 5-23 , that forms the resisting vertical shear V , Z S รง Fig . 5-23 . ― Y dy N.A. X SS , dA which balances the vertical shear ...
Other editions - View all
Common terms and phrases
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 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