Truss Flashcards
The space within the web of a truss between any two panel points on a chord and a corresponding pair of joints or a single joint on an opposite chord.
Panel
A joint between two or more members of a truss. A truss must be loaded only at its panel joints if its members are to be subject only to axial tension or compression.
Panel point., Node
The space on the chords of a truss between any two adjacent joints made by principal web members with the chord.
Panel length
Either of the two principal members of a truss extending from end to end and connected by web members.
Chord
The integral system of members connecting the upper and lower chords of a truss.
Web
The lower, supported end of an upright timber, rafter, or truss.
Heel
A bearing plate for supporting and resisting the thrust of a truss or girder.
Shoe
A structural frame based on the geometric rigidity of the triangle and composed of linear members subject only to axial tension or compression.
Truss
A truss all of whose members lie in a single plane.
Plane truss
The rigid members forming a truss, subject to axial forces proportional to the rise of the truss. Buckling generally governs the size of compression members, while tensile stresses at the weakest points, usually at the connections, control the size of tension members.
Trussing
A truss member that theoretically carries no direct load and whose omission would not alter the stability of the truss configuration.
Zero-force member
A concentrated load applied to a panel point of a truss. To prevent secondary stresses from developing, the centroidal axes of truss members and the load at a joint should pass through a common point.
panel load
The tensile or compressive stress that is constant through the depth of a structural member subject to axial tenion or compression. The size of the compression members of a truss is governed generally by buckling. The size of the tension members is controlled by tensile stresses at the weakest points, which are usually at connections.
Direct stress
A structure formed by trusses. While rigid in its own plane, a truss must be braced in a perpendicular direction to prevent lateral buckling.
Trussing
The buckling of a thin compressed element of a structural member, leading to failure of the whole.
Local Buckling
Additional bending and shear stresses in a truss member resulting from an eccentric connection or a joint fixed against relative rotation. While trusses are assumed to have idealized pin connections, truss connections in reality may be bolted, welded, or riveted, imparting a degree of rigidity to the joints.
Secondary Stresses
A change in the force of a truss member from tension to compression or vice versa caused by a change in the loading pattern.
Stress Reversal
A truss member subject to tension or compression under varying load conditions.
Counterbrace