Strength of Materials |
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Page 476
... flanges of wide flange beams or channels or other sections . The existence of this shearing stress is explained in Fig . 13-16 , which shows | P -- Section 2 Section 1- H T2 H2 C2 - Fig . 13-16 . Lateral shear forces H1 and H2 in flanges ...
... flanges of wide flange beams or channels or other sections . The existence of this shearing stress is explained in Fig . 13-16 , which shows | P -- Section 2 Section 1- H T2 H2 C2 - Fig . 13-16 . Lateral shear forces H1 and H2 in flanges ...
Page 480
... flange force H is the product of the average shear flow in the flange multiplied by the length of the flange . Using Eq . ( a ) of Art . 13-7 , we have H = gave . · L = 1 Vhtb 2 21 b = Vhtb2 41 This value of H may now be substituted in ...
... flange force H is the product of the average shear flow in the flange multiplied by the length of the flange . Using Eq . ( a ) of Art . 13-7 , we have H = gave . · L = 1 Vhtb 2 21 b = Vhtb2 41 This value of H may now be substituted in ...
Page 482
... flange that has the larger moment of inertia . When there is only one flange , as in the T section in Fig . 13-23 , if the bending resistance of the web is again assumed to be negligible , the shear center coincides with the centroid of ...
... flange that has the larger moment of inertia . When there is only one flange , as in the T section in Fig . 13-23 , if the bending resistance of the web is again assumed to be negligible , the shear center coincides with the centroid of ...
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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