**Terms**

** Axial loading**

load distributed along a linear plane (e.g. column, pile, bracing)

**Bending moment**

the sum of (force) * (perpendicular distance) to the left of any location along the span of a beam (or the sum of areas in a shear diagram)

= M/S where, S = bd^{2/}6

** **

**Centroid**

center of gravity, the point within an object from which the force of gravity appears to act. An object will remain at rest if it is balanced on any point along a vertical line passing through its center of gravity. In terms of moments, the center of gravity of any object is the point around which the moments of the gravitational forces completely cancel one another.

**Combined loading**

axial + bending loads

**Elasticity**

stiffness of a material

**Epicenter**

point where an earthquake surfaces

**Equilibrant **

a vector that is equal and opposite to the resultant

**Fulcrum**

pivot, or center of moment

**Hypocenter**

focus, or origin of an earthquake

**Maximum shear**

defines the area of a beam

** Maximum moment**

defines the depth of a beam

**Maxwell diagram**

a graphic method to solve a truss, using Bowes Notation

** **

**Modulus of Elasticity (E)**

the stress to strain ratio of a material; a measure of a material’s resistance to deformation, or its stiffness. Hint: a stiffer material will have a higher elastic modulus.

**Moment**

an unbalanced force that causes rotation about a turning point, or fulcrum. Moment = (Force) * (Perpendicular distance from fulcrum)

**Moment arm**

perpendicular distance from a fulcrum, or pivot

**Moment of Inertia (I)**

a term used to describe the capacity of a cross-section to resist bending. It is always considered with respect to a reference (usually centroidal) axis.

**Resultant**

a vector sum of forces, or loads

** **

**Richter scale**

a measure of an earthquake’s magnitude

**Shear**

the sum of forces to the left of any location along the span of a beam

shear determines area; If shear = 0, then this defines the maximum moment. Shear area = b*d

**Slenderness Ratio**

The ratio between height or length of a structural element (such as a column, or strut) and the width or thickness of the element.

Hint: The higher the slenderness ratio, the more slender the structural element is. How slender a structural element is allowed to be depends upon the material it is made from. Steel can be more slender than concrete

**Strain Gauge**

A change of length or shape that measures strain

** **

**Stress**

the force (load) exerted by a given pressure, P, over a given area, A.

F = P/A

**Thermal stress**

= (modulus of elasticity) * (coefficient of linear expansion) * (change in temperature, in ^{o}F)

**Thermal strain**

= (coefficient of linear expansion) * (change in temperature, in ^{o}F)

**Transmissibility**

a force sliding along a line of action (L.O.A.) without changes in the reactions

**Truss**

a structure that controls tension and compression

Acronyms

Loads

DL = Dead load

E = Seismic or earthquake load

F = Load do to fluids, such as an elevated water tank

Fa = Flood load

H = Load due to lateral earth pressure

LL = Live load

Lr = Roof live load

S = Snow load

R = Rain load

WL = Wind load

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