# Struts

**Contents**

## Overview

By definition any member of a structure which is in Compression may be called a Strut. However, the term is usually reserved for long slender members which are likely to fail through buckling, rather than from compressive stress.As a structural member resisting longitudinal compression, a strut is commonly used in architecture and engineering. In relation to engineering applications, such as for automobiles and aeronautical structures, a strut can be used as a passive brace to reinforce the body, or as an active stress bearing component. As an example, lift struts (still used today on small light aeroplanes) are commonly employed to carry both tension and compression as the aircraft maneuvers in flight.

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## Description

The resistance of any member to bending is determined by it's flexural rigidity EI, but where,*A*is the cross sectional Area and

*k*is the radius of gyration. So for a given material, the Load per unit area which a member can withstand is related to

*k*. There will be two principal moments of Inertia and off these the least is taken.

**The Slenderness Ratio**is given by : i.e The value of this ratio will determine whether a member falls into the category of Struts or Columns. Struts which fail by buckling before the limiting compressive stress is reached , can be analysed by the Euler Theory.

## Pin Ended Strut Axially Loaded.

It is assumed that the Strut is initially straight and that the compressive load is applied axially.##### MISSING IMAGE!

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**Euler Crippling Load**where, It must be stressed that the value of "I" used here is the least Moment of Inertia. The interpretation of this analysis is that for all values of P other than those which make , the Strut will remain perfectly straight . For the particular value and , the strut is in neutral equilibrium and theoretically any deflection which it is given, will be maintained. This is subject to the limitation that "l" remains reasonably constant and in practice any slight increase in load at the critical value will cause the deflection to increase appreciably until the material fails by yielding. Neither the Maximum stress nor the Deflection are proportional to the load.

##### Example - Maximum Deflection of a strut in a strut testing machine

^{2}. E = 4690 Tons/in

^{2}.

## Direction Fixed At Both Ends

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**Note**. This case is equivalent to a pin-ended Strut of length . To allow for imperfect fixing it is common to allow an equivalent length of between 0.6 an 0.8 times the length l.

## Partial Fixing Of The Ends

##### Example - Partial Fixing Of The Ends

*a*has each end fixed in an elastic material which exerts a restraining Moment per unit of angular displacement. Prove that the critical Load

*P*is given by the equation where . Such a Strut 8ft. 4in. long has a critical load of 3,500 lbs. on the assumption that it is pin ended. Determine the percentage increase in the Critical Load is the constraints offered at the ends is 1,55 lb. in per degree of Rotation.

## Direction Fixed At One End And Free At The Other

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## Direction Fixed At One End And Position Fixed At The Other

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## Strut With An Eccentric Load

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**Note:**for an eccentric load the strut will deflect for all values of P and not only for the critical Value. The deflection will become infinite for giving the same crippling load . However, due to the additional bending moment set up by the deflection, the Strut will always fail by compressive stress before the Euler Load is reached. The Maximum Bending Moment is given by:- The Maximum stress is obtained by combing the bending and direct stress.

## Strut With Initial Curvature

These are treated as a beam with an initial radius of curvature such that:- Using Equation 10 "Bending of Curved Beams" Thus Under an end load*P*, the initial shape of the strut may be assumed to be circular, parabolic or sinusoidal without making much difference to the final result. But the most convenient form is: This satisfies the end conditions and corresponds to a maximum deviation of c . Any other shape could be analysed into a Fourier series of sine terms. Then, The complete solution of which is : When and then and when and then Hence, The Crippling load is And

##### Example - Strut With Initial Curvature

*l*is encased at it's lower end. The upper end is elastically supported against lateral deflection so that the resisting force is

*k*times the end deflection. Show that the crippling load is given by: where

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