Strength of Materials |
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Page 176
... Determine the safe value of P if S≤1200 psi and S , ≤200 psi . Ans . P = 742 lb 587. The distributed load shown in Fig . P - 587 is supported by a wide flange section of the given dimensions . Determine the maximum value of w that ...
... Determine the safe value of P if S≤1200 psi and S , ≤200 psi . Ans . P = 742 lb 587. The distributed load shown in Fig . P - 587 is supported by a wide flange section of the given dimensions . Determine the maximum value of w that ...
Page 416
... Determine the maximum weight of the sign ; use the AISC formula and Eq . ( 11-22 ) , with S = 18,000 psi . Apply the concept of an effective length . The outside diameter of the pipe is 5.56 in . , its area is 4.30 in.2 , and its moment ...
... Determine the maximum weight of the sign ; use the AISC formula and Eq . ( 11-22 ) , with S = 18,000 psi . Apply the concept of an effective length . The outside diameter of the pipe is 5.56 in . , its area is 4.30 in.2 , and its moment ...
Page 565
... Determine the values of the maximum and minimum moments of inertia , and also the angle that the axis of maximum inertia makes with the X axis . Illustrate by a diagram . Ans . Max . I = 120 in.4 ; min . I = 20 in.4 ; 0 = 63.4 ° A43 . A ...
... Determine the values of the maximum and minimum moments of inertia , and also the angle that the axis of maximum inertia makes with the X axis . Illustrate by a diagram . Ans . Max . I = 120 in.4 ; min . I = 20 in.4 ; 0 = 63.4 ° A43 . A ...
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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