## Strength of materials |

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Page 386

slender compared to its length that under gradually increasing loads it fails by

buckling at loads considerably less than those required to cause failure by

crushing.

**Columns**11-1 INTRODUCTION A**column**is a compression member that is soslender compared to its length that under gradually increasing loads it fails by

buckling at loads considerably less than those required to cause failure by

crushing.

Page 405

Determine the safe load when they are used as a hinged-end

Use AISC specifications with = 36 ksi and E = 29 X 106 psi. 1128. Determine the

safe axial load that can be applied to a 2014-T6 aluminum alloy

Determine the safe load when they are used as a hinged-end

**column**12 ft long.Use AISC specifications with = 36 ksi and E = 29 X 106 psi. 1128. Determine the

safe axial load that can be applied to a 2014-T6 aluminum alloy

**column**if its ...Page 409

PROBLEMS In the following problems, use the maximum stress approach and

theAISC

section is used as a

PROBLEMS In the following problems, use the maximum stress approach and

theAISC

**column**specifications unless otherwise directed. 1134. A W360 X 122section is used as a

**column**with an effective length of 10 m. Determine the ...### What people are saying - Write a review

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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