Various types of supports for loads

Roller Supports: Roller Support Example in a CraneRoller supports can be revolved freely as well as translated over the surface upon which the roller is situated.

The surface may come in different forms like horizontal, vertical or slopped at any angle. Roller supports are generally situated at one end of long bridges in the sort of bearing pads. This support facilitates bridge structure to stretch and contract as per modifications of temperature and devoid of this expansion the forces can rupture the supports at the banks.

This support does not have the capacity to withstand the lateral forces. Roller support is also utilized in frame cranes in heavy industries, the support can pass on toward left, right and rotate by withstanding vertical loads. In this way, a heavy load can be transmitted from one place to another horizontally.

Hinge Supports: With the hinge support, it is possible to withstand forces which operate in any direction of the plane. This support does not have any resistance capacity against rotation. The horizontal and vertical component of reaction is found with equation of equilibrium. Hinge support is also applied in three hinged arched bridges at the banks supports even as at the center internal hinge is introduced. It is also employed in doors to create only rotation in a door. Hinge support minimizes sensitivity to earthquake.

FIXED SUPPORT: Fixed support has the strength to withstand vertical and horizontal forces as well as moment as they prevent both rotation and translation. They are also called rigid support. To maintain longevity of a structure, a fixed support should exist.

A flagpole at concrete base is the instance of fixed support. In RCC structures, the steel reinforcement of a beam is implanted in a column to create a fixed support. The instances of fixed supports are all the riveted and welded joints in steel structure.

PINNED SUPPORTS: Pinned Supports - A pinned support has the similarity with hinged support. It can withstand both vertical and horizontal forces devoid of a moment.

It facilitates the structural member to rotate, but not to translate in any direction. Many connections are taken as pinned connections although they might withstand a small amount of moment in reality. It is known fact that a pinned connection can facilitate rotation in only one direction by providing resistance to rotation in any other direction.

Ideal pinned and fixed supports are not often detected in practice, but beams supported on walls or simply connected to other steel beams are treated as pinned. The distribution of moments and shear forces is dependent on the support condition.

INTERNAL HINGE: Interior hinges are mostly used to join flexural members at points other than supports.

In some cases, it is purposely introduced with the intension that additional load breaks this weak zone in spite of damaging other structural elements.

Source: aboutcivil.org

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Published By

Rajib Dey

www.constructioncost.co

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An exclusive course on structural analysis for civil engineering students

This is an exclusive structural analysis course that sheds light on an extensive series of materials which will be a great resource for civil engineering students. To get clear ideas on the topics covered in the course, you should have sound knowledge in mechanics of materials.

The course covers the following topics :-


Shear Force and Bending Moment Diagram Review - If the beam is loaded at random manner, the internal forces and moments are produced and the terms shear force and bending moments appear which are useful to analyze the beams furthermore.

Double Integration Method - The double integration method refers to a robust tool that can be used for resolving deflection and slope of a beam at any point to obtain the equation of the elastic curve.

Method of Superposition – Superposition method is used to determine the deflection. Fundamentally, a complex beam along with its loading is streamlined to a wide array of basic beams (one span) and with only one load.

So, the slope and deflection of a beam owning to various loads is equivalent to the sum of those as a result of the individual loads.

Moment Area Method - The moment-area method is mostly recognized for finding out the bending displacement in beams and frames. Under this method, the area of the bending moment diagrams is applied for working out the slope and or deflections at specific points along the axis of the beam or frame.

Slope Deflection Method - The slope deflection method stands for a structural analysis method for beams and frames. The method is very effective at the time of analyzing indeterminate structures. This method is normally used to determine what reactions exist on indeterminate structures.

Moment Equation - Bending Moment Equations provide a rapid and easy analysis to determine the maximum bending moment in a beam.

Force Method - The force method (also known as the flexibility method or method of consistent deformation) is applied to compute reactions and internal forces in statically indeterminate structures owing to to loads and imposed deformations.



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Published By
Rajib Dey
www.constructioncost.co
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