09 Dec 2013
 Mechanical Properties of Various Alloys
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Mechanical Properties of Various Alloys

View Allowable Stress, Minimum Yield and Modulus of Elasticity for Aluminum, Bronze, Stainless Steel and Steel.

 Material Allowable Stress(psi) Minimum Yield(psi) Modulus of Elasticity(psi) Aluminum, 6061-T6 21,000 35,000 10,000,000 Aluminum, 6061-T6 (pipe) 24,000 35,000 10,000,000 Aluminum, 6063-T52 9,500 16,000 10,000,000 Aluminum, 6063-T52 (pipe) 11,500 16,000 10,000,000 Aluminum, 6063-T6 15,000 25,000 10,000,000 Aluminum, 6063-T6 (pipe) 18,000 25,000 10,000,000 Bronze, Alloy C38500 11,000 19,000 17,000,000 Red Brass, Alloy C23000 (pipe) 11,000 18,000 17,000,000 Stainless Steel, Type 304 (tubing) 30,000 55,000 28,000,000 Carbon Steel, C1010 20,000 28,000 29,000,000
 Calculations for Structural Design: Basic Equation: When calculating bending stresses, the basis of reasoning is that the bending moment (M) applied to a post or rail must be equaled by the resisting moment. The latter is determined by the unit stress (f) of the railing material and the properties of the railing section -- the section modulus (S).M = f × SAllowable Stress: The unit stress of a metal is determined by its composition and temper. In structural design, allowable design stress (fs), as used here, are based on a safety factor of 1.65, applied to minimum yield strength, which is generally accepted by the engineering profession. For aluminum round tube and pipe, the allowable stress is increased by a factor of 1.17.Section Modulus, Neutral Axis: The section modulus (S) is determined by the size, shape and cross-sectional area of a section. It may differ for each of the two neutral axes. The neutral axis of a symmetrical section is the center line. Otherwise, it is the line which passes through the center of gravity of the section, parallel either to its longest or shorted dimension. The two axes, x and y, are perpendicular to each other. For round and for square sections, the section modulus (S) is the same for either axis. Otherwise it is described as Sx or Sy, depending on which axis is involved.Moment of Inertia: The moment of Inertia (I) about the x or y axis is the section modulus (S) multiplied by c, the distance of the neutral axis or any section from the extreme fibre, that is from the farthest edge of the section, measured at right angles to the axis.

Section Modulus Calculator

Article Details
 Article ID: 6
 Created On: 24 Apr 2008 06:26 PM