Strength of Materials |
From inside the book
Results 1-3 of 27
Page 139
... Repeat Prob . 513 to find the maximum flexural stress at section b - b . 515. A timber beam AB , 6 in . wide by 10 in . deep and 10 ft long , is supported by a guy wire AC in the position shown in Fig . P - 515 . The beam carries a load ...
... Repeat Prob . 513 to find the maximum flexural stress at section b - b . 515. A timber beam AB , 6 in . wide by 10 in . deep and 10 ft long , is supported by a guy wire AC in the position shown in Fig . P - 515 . The beam carries a load ...
Page 416
... Prob . 1138 if the eccentric load is applied on the major axis . 1140. Find the maximum length of a 10 WF 49 section ... Repeat Prob . 1142 , using the AASHO formula with riveted ends and Eq . ( 11-22 ) , with S 20,000 psi . 1143 ...
... Prob . 1138 if the eccentric load is applied on the major axis . 1140. Find the maximum length of a 10 WF 49 section ... Repeat Prob . 1142 , using the AASHO formula with riveted ends and Eq . ( 11-22 ) , with S 20,000 psi . 1143 ...
Page 436
... Repeat Prob . 1223 if the allowable stresses are S. = 15,000 psi , St = 20,000 psi , and St = 32,000 psi . 1225. Find the safe load on the lap connection shown in Fig . P - 1225 if the rivets are of 2 - in . nominal diameter and the ...
... Repeat Prob . 1223 if the allowable stresses are S. = 15,000 psi , St = 20,000 psi , and St = 32,000 psi . 1225. Find the safe load on the lap connection shown in Fig . P - 1225 if the rivets are of 2 - in . nominal diameter and the ...
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 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