definitions Flashcards

1
Q

centroid/ barycentre

A

geometric centre of mass/ gravity as defined by x and y coordinates from a reference axis

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2
Q

neutral surface and axis

A

the neutral surface where the fibers are neither contracted nor extended (under stress), the axis is where this intersects the cross section

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3
Q

second moment of area or the moment of inertia (I)

A

geometrical property conveying how the points of a section are dispersed with respect to an arbitrary axis in the cross-sectional plane

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4
Q

parallel axis theorem

A

moments of inertia with respect to different parallel axis can be added together (also with the sums of Ah^2) to find the second moment of area for the whole section

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5
Q

Equilibrium

A

When a structure is initially at rest and remains at rest when subjected to a system of forces and couples

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6
Q

Couple(t)

A

a system of forces with a resultant moment but no resultant force

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7
Q

(Externally) Statical Determinancy

A

all the support reactions can
be determined by solving the equations of equilibrium

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8
Q

Degree of redundancy

A

The no. of external restraint greater than the no. of equilibrium equations (3/ more with internal supports)

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9
Q

factor of safety

A

an indication of a structure’s capacity to withstand load beyond its intended/necessary value

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10
Q

principle of superposition

A

if a structure of linear elastic material is subjected to loads which do not cause strain beyond the linear elastic region, the resultant effect is equal to the algebraic sum

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11
Q

bending moment

A

reaction induced by external force or moment causing element to bend

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12
Q

Shear(ing) force

A

internal resistance across a cross section to a transverse external load

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13
Q

point of contraflexure

A

the point of zero moment where the moment changes from sagging (+ve) to hogging (-ve) or vice versa

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14
Q

bending stress

A

longitudinal stresses acting parallel or longitudinal to the beam (tensile or compressive) induced by bending moment application

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15
Q

truss

A

a pin jointed structural frame of triangles (created by members jointed at nodes)

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16
Q

tension in trusses

A

joint is being pulled by the member
OR
force pulling member towards the node

17
Q

compression in trusses

A

joint is being pushed by the member
OR
force pulling member away from node

18
Q

brittle materials

A

those that fracture without yielding (no elastic deformation region)

19
Q

ductile materials

A

those which yield before failing (elastic region in present)

20
Q

lateral strain

A

lateral deformation per unit length of the transverse dimension

21
Q

poisson’s ratio

A

a ratio value that remains constant for any material that is homogeneous and isotropic (and as long as it remains elastic)

22
Q

shear strain

A

the angular distortion

23
Q

st venant’s principle

A

nearer to the point of application of a load, the distribution of stress will not be uniform

24
Q

limit of proportionality

A

the point at which stress and strain are no longer linearly related

25
Q

elastic limit

A

the point beyond which further loading will cause permanent/plastic deformation

26
Q

plastic deformation

A

permanant deformation by a load

27
Q

strain hardening

A

the flat section of on a stress strain graph where elongation occurs without further loading

28
Q

dead vs live loads

A

dead = materials used in the structure
live = additional external loads which may vary

29
Q

moment of resistance

A

the sum of moments from internal forces about the neutral axis of the section due to bending moments from an external load

30
Q

modulus of elasticity

A

the ratio of direct stress to direct strain