Strength of Materials |
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Page 437
... centroid of the rivet group . Such a condition is called eccentric loading ; the load is not distributed equally over all the rivets ( see Fig . 12-13a ) . However , by adding a pair of equal , oppositely directed , and collinear forces ...
... centroid of the rivet group . Such a condition is called eccentric loading ; the load is not distributed equally over all the rivets ( see Fig . 12-13a ) . However , by adding a pair of equal , oppositely directed , and collinear forces ...
Page 449
... centroid C as shown in Fig . 12-23a . The moment of P about this centroid determines the torsional couple to be T = Pe = 10,000 ( 2.6 + 4 ) = 66,000 in . - lb The modified J for the weld group is the sum of the J's for each weld . Re ...
... centroid C as shown in Fig . 12-23a . The moment of P about this centroid determines the torsional couple to be T = Pe = 10,000 ( 2.6 + 4 ) = 66,000 in . - lb The modified J for the weld group is the sum of the J's for each weld . Re ...
Page 482
... centroid of the section and the centroid of the 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 ...
... centroid of the section and the centroid of the 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 ...
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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