ES1_Supports and Reactions, Trusses, Method of Joints & Sections Flashcards

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1
Q

It deals primarily with the calculation of external forces which act on rigid bodies in equilibrium.

A

Statics

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2
Q

It is a combination of a large number of particles occupying fixed positions with respect to each other.

A

Rigid Body

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3
Q

Rotation is not a concern, so equilibrium could be satisfied by: Summation of F = 0 (no translation)

A

Concurrent Forces

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4
Q

For a rigid body to be in equilibrium, the net force, as well as the net moment about any arbitrary point O, must be equal to zero.

Summation F = 0
Summation M = 0

A

Non-concurrent Forces

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5
Q

If a support prevents the translation of a body in a given direction, then a ______ is developed on the body in that direction.

A

Force

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6
Q

If rotation is prevented, a _______ is exerted on the body.

A

Couple moment

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7
Q

Number of unknown/s in cables

A

1

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8
Q

Number of unknown/s in contacting surface

A

1

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9
Q

Number of unknown/s in roller support

A

1

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10
Q

Number of unknown/s in pin support

A

2

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11
Q

Pin connections allow rotation. Reactions at pins are _________and NOT _________.

A

forces, moments

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12
Q

Number of unknown/s in constrained pin

A

1

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13
Q

Number of unknown/s in fixed support

A

3

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14
Q

Equations of Equilibrium

A

Fx=0; Fy=0; M=0

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15
Q

A structure composed of slender members joined together at their end points.

A

Truss

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16
Q

It is commonly used in construction consist of wooden struts or metal bars.

A

Members

17
Q

They lie in a single plane and are often used to support roofs and bridges.

A

Planar trusses

18
Q

Truss members are connected at their ________ only; thus NO member is continuous through a joint.

A

extremities

19
Q

A structure made up of a number of straight, slender bars that are joined together at the joints only to form a pattern of triangles (e.g. bridge and roof truss)

A

Plane Truss

20
Q

When forces tend to pull the member
apart, it is in _______.

A

tension

21
Q

When the forces tend to compress the member, it is in __________.

A

compression

22
Q

Members of a truss are slender and not capable of supporting large lateral loads. Loads must be applied at the _______.

A

Joints

23
Q

A method of solving wherein to calculate the forces in the members of a truss, the equilibrium equations are applied to individual joints (or pins) of the truss.

A

Method of Joints

24
Q

Consist of cutting a truss into two sections at a point where the bar force is required.

A

Method of Sections

25
Q

The resulting force system after cutting will generally be ____________ and _________

A

non-concurrent; coplanar

26
Q

Determinacy of statically determinate trusses

A

m = 2n - 3

27
Q

Determinacy of truss with a redundant member which makes it statically in determinate

A

m > 2n - 3

28
Q

in determinacy of trusses, m is the total number of __________

A

members

29
Q

in determinacy of trusses, n is the total number of __________

A

joints

30
Q

If a joint has only two noncollinear members and there is no external load or support reaction at that joint, then those two members are

A

zero force members

31
Q

If three members form a truss joint for which two of the members are collinear and there is no external load or reaction at that joint, then the third non-collinear member is a ____________.

A

zero force member

32
Q

The region from O to Elastic Limit

A

Elastic range

33
Q

The region from Elastic Limit to Rupture Strength

A

Plastic range