Beam (structure)

Classification based on supports

In engineering, beams are of several types:

1. Simply supported – a beam supported on the ends which are free to rotate and have no moment resistance.
2. Fixed or encastré (encastrated) – a beam supported on both ends and restrained from rotation.
3. Overhanging – a simple beam extending beyond its support on one end.
4. Double overhanging – a simple beam with both ends extending beyond its supports on both ends.
5. Continuous – a beam extending over more than two supports.
6. Cantilever – a projecting beam fixed only at one end.
7. Trussed – a beam strengthened by adding a cable or rod to form a truss.
8. Beam on spring supports
9. Beam on elastic foundation

Beam area measurement

In the beam equation, the variable I represents the second moment of area or moment of inertia: it is the sum, along the axis, of dA·r², where r is the distance from the neutral axis and dA is a small patch of area. It measures not only the total area of the beam section, but the square of each patch's distance from the axis. A larger value of I indicates a stiffer beam, more resistant to bending.

Stress

Loads on a beam induce internal compressive, tensile and shear stresses (assuming no torsion or axial loading). Typically, under gravity loads, the beam bends into a slightly circular arc, with its original length compressed at the top to form an arc of smaller radius, while correspondingly stretched at the bottom to enclose an arc of larger radius in tension. This is known as sagging; while a configuration with the top in tension, for example over a support, is known as hogging. The axis of the beam retaining its original length, generally halfway between the top and bottom, is under neither compression nor tension, and defines the neutral axis (dotted line in the beam figure).

Above the supports, the beam is exposed to shear stress. There are some reinforced concrete beams in which the concrete is entirely in compression with tensile forces taken by steel tendons. These beams are known as prestressed concrete beams, and are fabricated to produce a compression more than the expected tension under loading conditions. High strength steel tendons are stretched while the beam is cast over them. Then, when the concrete has cured, the tendons are slowly released and the beam is immediately under eccentric axial loads. This eccentric loading creates an internal moment, and, in turn, increases the moment-carrying capacity of the beam. Prestressed beams are commonly used on highway bridges.

The primary tool for structural analysis of beams is the Euler–Bernoulli beam equation. This equation accurately describes the elastic behaviour of slender beams where the cross sectional dimensions are small compared to the length of the beam. For beams that are not slender a different theory needs to be adopted to account for the deformation due to shear forces and, in dynamic cases, the rotary inertia. The beam formulation adopted here is that of Timoshenko and comparative examples can be found in NAFEMS Benchmark Challenge Number 7. Other mathematical methods for determining the deflection of beams include "method of virtual work" and the "slope deflection method". Engineers are interested in determining deflections because the beam may be in direct contact with a brittle material such as glass. Beam deflections are also minimized for aesthetic reasons. A visibly sagging beam, even if structurally safe, is unsightly and to be avoided. A stiffer beam (high modulus of elasticity and/or one of higher second moment of area) creates less deflection.

Mathematical methods for determining the beam forces (internal forces of the beam and the forces that are imposed on the beam support) include the "moment distribution method", the force or flexibility method and the direct stiffness method.

General shapes

Most beams in reinforced concrete buildings have rectangular cross sections, but a more efficient cross section for a beam is an I-beam or H-shaped section which is typically seen in steel construction. Because of the parallel axis theorem and the fact that most of the material is away from the neutral axis, the second moment of area of the beam increases, which in turn increases the stiffness.

An I-beam is only the most efficient shape in its "I" orientation; turned on its side, it functions as an 'H', where it is less efficient. The most efficient shape for both directions in 2D is a box (a square shell); the most efficient shape for bending in any direction, however, is a cylindrical shell or tube. For unidirectional bending, the I-beam or wide flange beam is superior.

Efficiency means that for the same cross sectional area (volume of beam per length) subjected to the same loading conditions, the beam deflects less.

Other shapes, like L-beam (angles), C (channels), T-beam and double-T or tubes, are also used in construction when there are special requirements.

A haunched beam is one with a curved bottom edge, so the beam is deeper at the ends, and less deep in the middle. It is not an arch, because the top of a haunched beam is flat and straight. A haunched beam usually has a graceful appearance, and weighs less than beams with a flat bottom. Haunched beams are often more costly than normal beams, because they typically must be custom-built for the site, and cannot take advantage of the benefits of mass production.

Thin walled

A thin walled beam is a very useful type of beam (structure). The cross section of thin walled beams is made up from thin panels connected among themselves to create closed or open cross sections of a beam (structure). Typical closed sections include round, square, and rectangular tubes, all forms of box girder. Open sections include I-beams, T-beams, L-beams, and so on. Thin walled beams exist because their bending stiffness per unit cross sectional area is much higher than that for solid cross sections such a rod or bar. In this way, stiff beams can be achieved with minimum weight. Thin walled beams are particularly useful when the material is a composite laminate. Liviu Librescu pioneered work on composite laminate thin walled beams.

The torsional stiffness of a beam is greatly influenced by its cross sectional shape. For open sections, such as I sections, warping deflections occur which, if restrained, greatly increase the torsional stiffness.

Walers and struts

This system provides horizontal bracing for small trenches, ensuring the secure installation of utilities. It's specifically designed to work in conjunction with steel trench sheets, or with a concrete retaining wall. In an idealised case, the lateral pressure due to the soil imposes a uniformly distributed load on the waler, which is then propped up by the struts with designated spacing between them. Therefore, the waler generally experiences shear forces and bending moment, while the struts experiences axial loads transferred from the waler. Usually, steel I-beams are used, owing to their efficiency. Some deeper excavations may require multiple layers of walers and struts.

The design of struts and walers plays a very important part in excavation projects. In 2004, the collapse of the excavation site for the Nicoll Highway Station in Singapore was initiated due to a failure of the strut-waler system, whereby several walers buckled and leading to a cave-in of the earth retaining walls, killing 4 workers. The inquiry into the collapse also reported inadequate monitoring of the forces of the struts and walers. Possible measures are to use load cells and strain gauges to monitor the forces in the most critical (usually the sections with the longest span, as they are most vulnerable to buckling) sections of the excavation cite, to ensure ample warning before a possible failure.

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