Strength of Materials |
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Page 224
... deflection occurs at x = 0.577L . 661. Compute the midspan deflection of the symmetrically loaded beam . L shown in Fig . P - 661 . Check your answer by letting a = and comparing with 2 the answer to case 6 in Table 6-2 on page 236 ...
... deflection occurs at x = 0.577L . 661. Compute the midspan deflection of the symmetrically loaded beam . L shown in Fig . P - 661 . Check your answer by letting a = and comparing with 2 the answer to case 6 in Table 6-2 on page 236 ...
Page 226
... deflection . For simple beams that are unsymmetrically loaded , the midspan deflec- tion can be found as easily as for a symmetrically loaded beam . All that need be done is to add a symmetrically ... Deflections 6-7 Midspan Deflections.
... deflection . For simple beams that are unsymmetrically loaded , the midspan deflec- tion can be found as easily as for a symmetrically loaded beam . All that need be done is to add a symmetrically ... Deflections 6-7 Midspan Deflections.
Page 234
... deflection ) be computed . Hence cantilever problems can be solved more ... midspan value of EIS for the beam carrying two concentrated loads , shown in ... Deflections 6-9 Deflections by the Method of Superposition.
... deflection ) be computed . Hence cantilever problems can be solved more ... midspan value of EIS for the beam carrying two concentrated loads , shown in ... Deflections 6-9 Deflections by the Method of Superposition.
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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