Strength of Materials |
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Page 51
... walls . Solution : Part a . Imagine the rod disconnected from the right wall . Tempera- ture deformations can then freely occur . A temperature drop causes the contrac- tion represented by d , in Fig . 2-12 . To reattach the rod to the wall ...
... walls . Solution : Part a . Imagine the rod disconnected from the right wall . Tempera- ture deformations can then freely occur . A temperature drop causes the contrac- tion represented by d , in Fig . 2-12 . To reattach the rod to the wall ...
Page 260
... wall . Check your results by letting b and comparing with the results in Prob . 706 . 723. Find the reaction R and the moment at the wall for the propped beam shown in Fig . P – 723 . w lb / ft L 2 w lb / ft L R Fig . P - 723 . R Fig ...
... wall . Check your results by letting b and comparing with the results in Prob . 706 . 723. Find the reaction R and the moment at the wall for the propped beam shown in Fig . P – 723 . w lb / ft L 2 w lb / ft L R Fig . P - 723 . R Fig ...
Page 293
... wall moment and the reaction of the prop support . 843. The beam in Prob . 741 is repeated here as Fig . P - 843 . Use the three- moment equation to determine the wall moment and solve for the prop reaction . 60 lb / ft- Ans . M 60 lb ...
... wall moment and the reaction of the prop support . 843. The beam in Prob . 741 is repeated here as Fig . P - 843 . Use the three- moment equation to determine the wall moment and solve for the prop reaction . 60 lb / ft- Ans . M 60 lb ...
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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