## Strength of materials |

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Page 38

Poisson showed in 181 1 that the ratio of the unit deformations or strains in these

directions is constant for stresses within the ... Thus, if an element is subjected

simultaneously to

Poisson showed in 181 1 that the ratio of the unit deformations or strains in these

directions is constant for stresses within the ... Thus, if an element is subjected

simultaneously to

**tensile stresses**in the X and Y directions, the strain in the X ...Page 371

Assume n = 20, and compute the shearing stress in the bolts caused by a central

load of 20,000 lb applied to a simply ... Ideally, these steel bars should follow the

Assume n = 20, and compute the shearing stress in the bolts caused by a central

load of 20,000 lb applied to a simply ... Ideally, these steel bars should follow the

**tensile stress**trajectories, but practically they are placed in one layer on the ...Page 433

Since the combined thickness of two cover plates is larger than that of the main

plate, the maximum average bearing stress occurs in the main plate and is given

by Pb 8000 . 15 = ixU = psi The

...

Since the combined thickness of two cover plates is larger than that of the main

plate, the maximum average bearing stress occurs in the main plate and is given

by Pb 8000 . 15 = ixU = psi The

**tensile stress**in the main plate at row 1 is caused...

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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate 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 hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero