## Strength of materials |

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Page 31

Strain To obtain the unit deformation or strain, t, we divide the elongation 5 by the

however, measures only the average value of strain. The correct expression for ...

Strain To obtain the unit deformation or strain, t, we divide the elongation 5 by the

**length**L in which it was measured, thereby obtaining The strain so computed,however, measures only the average value of strain. The correct expression for ...

Page 400

Using AISC column specifications, determine the safe axial loads on a W360 X

122 section used as a column under the following conditions: (a) hinged ends

and a

in ...

Using AISC column specifications, determine the safe axial loads on a W360 X

122 section used as a column under the following conditions: (a) hinged ends

and a

**length**of 9 m; (b) built-in ends and an unsupported**length**of 10 m; (c) built-in ...

Page 409

A W360 X 122 section is used as a column with an effective

Determine the maximum load that can be carried at an eccentricity of 300 mm.

Should the load be placed on the X or Y axis? Assume = 290 MPa and E = 200

GPa.

A W360 X 122 section is used as a column with an effective

**length**of 10 m.Determine the maximum load that can be carried at an eccentricity of 300 mm.

Should the load be placed on the X or Y axis? Assume = 290 MPa and E = 200

GPa.

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allowable stresses aluminum angle area-moment assumed axes axial load beam in Fig beam loaded beam shown bending bolts cantilever beam caused centroid column components compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety fibers Figure flange flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips lb/ft length loaded as shown main plate maximum shearing stress maximum stress method midspan deflection Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius reaction rectangular resisting resultant rivet rotation segment shaft shear center shear diagram shearing force shown in Fig slope Solution span static steel strain tensile stress thickness three-moment equation torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero