If a compound has only two noncollinear elements and there is no external charge or support response on this connection, then these two elements are zero-strength elements. In this example, members DE, DC, AF, and AB are zero-strength elements. Again, this can be easily proven. This element can be added to increase the stability of the farm. Identifying these elements simplifies the farm analysis process. Although it is probably easier to think of rule 2 when the third member is perpendicular to the collinear pair, it is not necessary. Each perpendicular component must be zero, which means that the corresponding element is a zero force. Try to find all the zero-force elements in the traversal in the interactive diagram below, once you think you`ve found them all, check out the step-by-step solution in the interactive. Zero-strength rods are used to increase the stability and stiffness of the truss and to withstand various load conditions.

A truss is a rigid technical structure composed of long, thin elements connected at its ends. Trusses are often used to fill large distances with a strong and lightweight structure. Some well-known applications of truss girders are bridges, roof structures and piles. Flat trusses are two-dimensional trusses built of triangular subunits, while space farms are three-dimensional and the base unit is a tetrahedron. The analysis of farms with the method of connections is greatly simplified if one can first determine the members that do not bear any load. For vertical equilibrium ($$y direction), the vertical component of $F_{AC}$ is the only vertical force: the analysis of trusses can be accelerated if we can identify the elements of zero force by inspection. If only two non-collinear bars form a truss connection and no external load or support reaction is exerted on the connection, the bars must be zero-force elements, case 1. These trusses are sometimes referred to as fracture critical trusses because the failure of a single component can result in a catastrophic failure of the entire structure. Without redundancy, there is no alternate load path for the forces that would normally be supported by this link. You can visualize the critical nature of breaking simple trusses by thinking of a triangle with pinned corners. If one side of a triangle fails, the other two sides lose their support and collapse. In a complete farm consisting only of triangles, the collapse of one triangle sets off a chain reaction that also causes the others to collapse.

Why is every link, connection and section of the farm balanced in a balanced farm? On the left is the last truss after removing the rods of zero force. Force (BC=BA) and (DC = DE) and members can be replaced by longer members (AC) and (CEtext{.}. ) Therefore, $F_{AC}$ is a null force member. Now, if we apply a horizontal equilibrium ($$x direction), we have two horizontal forces, $F_{AB}$ and the horizontal component of $F_{AC}$: In this section, we analyze a simplified approximation of a plane traversal called a simple traversal and determine the forces that the members carry individually when the crossing carries a load. Two different approaches are presented: the incision method and the joint method. Here, no external load acts on the connection, so a force sum in the direction y, image – 5 (truss joint), which is perpendicular to the two collinears, requires FDF = 0. In general, rigid trusses have only three reaction forces, which leads to the equation: trusses are often used under various load conditions. While one element may have zero force for one loading condition, it is likely to be activated in another condition – think of how the load moves across a bridge when a heavy truck rolls over it. On the other hand, if the horizontal load (C) was not present or if (BC) or (DC) was of zero force, then rule 1 would apply and the remaining members would also be of zero force. There are six zero-force elements: (GHtext{,}) (FGtext{,}) (BFtext{,}) (EItext{,}) (DE) and (CDtext{.} ) Lattice systems with redundant elements have fewer system equations on the left side of the above equation than system unknowns on the right. Although they are indeterminate in static, in later courses you will also learn how to solve these trusses taking into account the deformations of the lattice beams.

If three bonds form a lattice connection in which two of the bonds are collinear, the third element is an element of zero strength, unless an external force or support reaction is exerted on the connection, case 2. Thus, finding an element of zero strength in a particular farm does not mean that you can throw away the element. Zero-force elements can be considered removed from the scan, but only for the load you are currently scanning. After removing the elements of zero strength, there remains the simplest farm, which connects the reaction and the applied forces with triangles. If you misinterpret the rules, you can over-eliminate limbs and end up with missing triangular legs or „floating“ forces that have no load path to the foundation. In a lattice system, some limbs carry no force. This is called a zero-force member. Move the slider to follow the process of removing zero-force elements from the truss movement. What does rule 2 say about the member (BDtext{?} ) Can it tell us something about the member (DAtext{?}? ) The first steps to loosen a traversal are the same for both methods. First, make sure the structure can be modeled as a simple traversal, then draw and annotate a sketch of the entire farm.

Each connection must be labeled with a letter, and the members are identified by their endpoints, so that the (AB) member is the member between the (A) and (Btext{.}. ) joints This will help you keep everything organized and consistent in later analysis. Next, treat the entire farm as a rigid body and solve external reactions using the methods in Chapter 5. If the crossmember is cantilevered and not supported at one end, you may not need the reaction forces and may be able to skip this step. Reaction forces can be used later to check your work. NOTE: If an external force or moment is applied to the spindle, then all elements attached to that pin are not zero-force members, UNLESS the external force acts in a manner that satisfies one of the following rules: Zero-force elements in a traverse are members that have no force in them (obviously…). There are two rules that can be used to find zero-strength elements in a farm. These are described below and illustrated in Figure 3.3. The remaining farm is shown. Note that after eliminating (EI) and (BF), you can effectively eliminate the (B) and (I) connections because the member forces in collinear elements are the same. Also note that the farm is always made up of triangles that fully support all the forces applied.

The original truss was reduced to a simpler triangular structure with only three internal sizes. Once you are able to detect zero-force elements, this simplification can be done without drawing diagrams or performing calculations. Sometimes a traversal contains one or more elements of zero strength. As the name suggests, zero-force conveyors carry no force and therefore carry no load.