Pryor Truss Company

Follow Us OnFacebook Icon 

 (918) 803-0349

Mon - Fri, 8 AM - 5 PM


Glossary of Truss Terms

A

AXIAL FORCE A push (compression) or pull (tension) acting along the length of a member, usually measured in pounds.
AXIAL STRESS The axial force acting at a point along the length of a member and divided by the cross-sectional area of the member; usually measured in pounds per square inch.

B

BEARING Structural support of a truss, usually walls, hangers, or posts.
BENDING MOMENT A measure of the bending effect on a member due to forces acting perpendicular to the length of the member. The bending moment at the given point along a member equals the sum of all perpendicular forces, either to the left or right of the point, times their corresponding distances from the point. Usually measured in inch-pounds.
BENDING STRESS The force per square inch of area acting at a point along the length of a member, resulting from the bending moment applied at that point. Usually measured in pounds per square inch (psi).
BOTTOM CHORD A horizontal or inclined (scissors truss) member that establishes the lower edge of a truss. Usually carrying combined tension and bending stresses.
BUILT-UP BEAM A single unit composed of multiple wood members having the same thickness but not necessarily the same depth, which provides greater load-carrying capability as well as greater resistance to deflection.
BUTT CUT Slight vertical cut at outside end of truss bottom chord made to insure uniform nominal span and tight joints.

C

CAMBER An upward vertical displacement built into a truss, usually to offset deflection.
CANTILEVER The part of a structural member that extends beyond a support with no support at the other end.
CLEAR SPAN Horizontal distance between interior edges of supports.
COMBINED STRESS The combination of axial and bending stresses acting on a member simultaneously, such as occurs in the top chord (compression + bending) or bottom chord (tension + bending) of a truss.
CONCENTRATED LOAD An additional load centered at a given point. An example is a crane or hoist hanging from the bottom chord at a panel or mechanical equipment supported by the top chord.

D

DEAD LOAD Permanent loads that are constant on the truss, e.g.; the weight of the truss itself, purlins, sheathing, roofing, ceiling, etc.
DEFLECTION Downward vertical displacement of a truss due to loads.
DURATION OF LOAD FACTOR An adjustment in the allowable stress in a wood member, based on the duration of the load causing the stress. The shorter the duration of the load, the higher the percent increase in allowable stress.

H

HEEL Point on a truss at which the top and bottom chords intersect.

J

JOIST A parallel chord truss with the least chord dimension in the vertical plane.

L

LATERAL BRACE A member installed and connect at right angles to a chord or web member of a truss to resist lateral movement.
LEVEL RETURN Lumber filler placed horizontally from the end of an overhang to the outside wall to form a soffit framing.
LIVE LOAD Any load which is not of permanent nature, such as snow, wind, movable concentrated loads, furniture, etc. Live loads are generally of short duration.

N

NOMINAL SPAN Horizontal distance between outside edges of the outermost supports.

O

OVERHANG The extension of the top chord of a truss beyond the bearing support.

P

PANEL The chord segment defined by two successive joints.
PANEL LENGTH The centerline distance between joints measured along the chords.
PANEL POINT The point of intersection where a web (or webs) meets a chord.
PEAK Point on a truss where the sloped top chords meet.
PLUMB CUT Top chord end cut perpendicular to the building floor line provided for vertical installation of fascia.
PURLIN A horizontal member in a roof perpendicular to the truss top chord used to support the decking.

Q

QUARTER POINT Point on a Fink (T43) or Howe (T44) truss where the webs connect to the top chord. Also one fourth the distance between two joints from either joint.

R

REACTION Forces acting on a truss through its supports that are equal but opposite to the sum of all dead and live loads.

S

SLOPE (Pitch) The inches of vertical rise in 12 inches of horizontal run for inclined members, generally expressed as 3/12, 4/12, 6/12, etc.
SPLICE POINT (Top and Bottom Chord Splice) The point at which two chord members are joined together to form a single member. It may occur between panel points or at a panel point.
SPLIT TRUSS Trusses used where a fireplace, skylight, etc. intersects the truss span, parallel or perpendicular to the truss.
SQUARE CUT A cut perpendicular to the slope of the member at its end.
STRESS DIAGRAM Graphical depiction of axial forces and moments as they interact within the members of a truss.

T

THIRD POINT Point on a Fink (T43), truss where the webs connect to the bottom chord.
TOP CHORD An inclined or horizontal member that establishes the upper edge of a truss, usually carrying combined compression and bending stresses.
TRUSS A pre-built component that functions as a structural support member. A truss employs one or more triangles in its construction.

W

WEBS Members that join the top and bottom chords to form the triangular patterns that give truss action, usually carrying tension or compression stresses (no bending).