Strength of Materials |
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Page 310
... Prob . 875 is then applied , as shown in Fig . 8-25 . Note that the fixed end at D absorbs the carry - over moments ... Prob . 814 ( page 282 ) . 878. See Prob . 826 . 879. See Prob . 827 . 880. See Prob . 845 ( page 293 ) . 881. See ...
... Prob . 875 is then applied , as shown in Fig . 8-25 . Note that the fixed end at D absorbs the carry - over moments ... Prob . 814 ( page 282 ) . 878. See Prob . 826 . 879. See Prob . 827 . 880. See Prob . 845 ( page 293 ) . 881. See ...
Page 416
... Prob . 1140 if the eccentric load is reduced to 20,000 lb. 1142. A steel column 30 ft long has the section specified in Prob . 1124. It carries an axial load of 100,000 lb. Using the AASHO formula with pinned ends and Eq . ( 11-21 ) ...
... Prob . 1140 if the eccentric load is reduced to 20,000 lb. 1142. A steel column 30 ft long has the section specified in Prob . 1124. It carries an axial load of 100,000 lb. Using the AASHO formula with pinned ends and Eq . ( 11-21 ) ...
Page 434
... Prob . 1204 : Load on a repeating section 20,000 lb. = = = 1216. Double - riveted butt joint in Prob . 1206 : Load on a repeating sec- tion 20,000 lb. Ans . S 5800 psi ; St 17,050 psi ; St 9470 psi = = 1217. Triple - riveted butt joint ...
... Prob . 1204 : Load on a repeating section 20,000 lb. = = = 1216. Double - riveted butt joint in Prob . 1206 : Load on a repeating sec- tion 20,000 lb. Ans . S 5800 psi ; St 17,050 psi ; St 9470 psi = = 1217. Triple - riveted butt joint ...
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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 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