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Slenderness Ratio is Basically a Ratio to decide if the Steel angle being used is acceptable for particular loads or not.

There is no such allowable limit of slenderness ratio For a particular angle unless it is designed for a particular load.

Slenderness Ratio indicates the buckling of the Steel angle. Less the Slenderness Ration more stronger is the Steel angle.

I am an Engineer ( specialised in Towers for Transmission of High Voltages. In Our Case, we use three types of slenderness ratio .

For Main Members it Should Be less Than 120

For Bracing etc it should be less than 150

and for redundant members( No load) < 200

Amit Sharma

MottMacdonalds limited

00971501257201

amit.sharma@mottmac.co.ae

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Q: What is allowable limit of slenderness ratio in steel?
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Allowable stress would normally refer to design using Allowable Strength Design, also known as working strength design. In this the allowable stress is usually a fraction of the yield strength and can be different for uniform tension and bending. Typically mild steel has a yield strength of about fy=250MPa with allowable stresses in Tension, 0.6fy=150MPa Bending, 0.66fy=165MPa


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The slenderness ratio is the ratio between the height or length of a structural element (such as a column, or strut) and the width or thickness of the element. For example, if a rectangular column is 6m high, and 400mm by 600mm in cross-section, then its slenderness is 6000/600 = 10 in one direction and 6000/400 = 15 in the other direction. The higher the slenderness ratio, the more slender the structural element is. How slender a structural element is allowed to be depends upon the material it is made from. Steel can be more slender than concrete, for example. In structural engineering calculations, the slenderness is often denoted as the element's "effective" length divided by something called the radius of gyration. The radius of gyration is a measure of the average distance of the material from the centroid (centre of gravity) of the element's cross section. This can be calculated as r = (I/A)0.5, where I is the second moment of area, or second moment or inertia, of the cross section and A is the area of the cross section. The effective length of an element is determined by how it is fixed at its ends. The effective length is the length of the column that will form half a sine wave if it buckles. If it is "pinned", or has hinged ends, the effective length is the true length of the element. If it is a cantilever (fixed at one end but free at the other), the effective length is twice the true length. If it is fully fixed at both ends the effective length is 0.7 times the true length, but this is in reality very difficult to achieve, so often a real structural element is considered to be only nominally fixed and the effective length is taken to be 0.85 times the true length.


Purpose of hip bracing in steel towers please answer it in detail as much as you can?

1. for support of bracing 2. reduce the torsion effect. 3.reduce the slenderness ration Regard Ravi

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