## ::Span (architecture)

### ::concepts

Moment::maximum    Bending::power    First::supports    Between::aerial    Factor::stress    Category::delta

Span is the distance between two intermediate supports for a structure, e.g. a beam or a bridge. A span can be closed by a solid beam or by a rope. The first kind is used for bridges, the second one for power lines, overhead telecommunication lines, some type of antennas or for aerial tramways.

Side view of a simply supported beam (top) bending under an evenly distributed load (bottom).

The span is a significant factor in finding the strength and size of a beam as it determines the maximum bending moment and deflection. The maximum bending moment $M_{max}$ and deflection $\delta_{max}$in the pictured beam is found using:<ref name='gere'>{{#invoke:citation/CS1|citation |CitationClass=book }}</ref>

$M_{max} = \frac {q L^2} {8}$
$\delta_{max} = \frac {5 M_{max} L^2} {48 E I} = \frac {5 q L^4} {384 E I}$

where

$q$ = Uniformly distributed load
$L$ = Length of the beam between two supports (span)
$E$ = Modulus of elasticity
$I$ = Area moment of inertia

Note that the maximum bending moment and deflection occur midway between the two supports. From this it follows that if the span is doubled, the maximum moment (and with it the stress) will quadruple, and deflection will increase by a factor of sixteen.

For long-distance rope spans, used as power line, antenna or for aerial tramways, see list of spans.

Span (architecture) sections
Intro  References

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