Section Modulus Table

Here you can find properties of w sections steel beams such as cross sectional area width to thickness ratio width of flange depth of section thickness of web clear depth to thickness ratio of web mass of the section moment of inertia radius of gyration and plastic modulus. The elastic section modulus is defined as s i y where i is the second moment of area or moment of inertia and y is the distance from the neutral axis to any given fiber. For a simply supported beam with a uniform distributed load over its full length the maximum bending moment is wl2 8 and thus the maximum bending moment for this beam is 10 4 2 8 20 knm.

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There are two types of section moduli the elastic.

Section modulus table. Equations for the section moduli of common shapes are given below. Western species section properties. Following table is providing properties for the following.

These tables provide cross sectional area section modulus and moment of inertia for both x x and y y axis for standard glulam sizes. Douglas fir larch. Section modulus is a geometric property for a given cross section used in the design of beams or flexural members.

Any relationship between these properties is highly dependent on the shape in question. It is often reported using y c where c is the distance from the neutral axis to the most extreme fiber as seen in the table below. Other geometric properties used in design include area for tension and shear radius of gyration for compression and moment of inertia and polar moment of inertia for stiffness.

Z m σ max 20 103 8 106 2 5 10 3m 3. Southern pine section properties. Hence the required section modulus is.

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