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

1
Q

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

A

Statics

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

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

A

Rigid Body

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

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

A

Concurrent Forces

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
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

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
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

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

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

A

Couple moment

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

Number of unknown/s in cables

A

1

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

Number of unknown/s in contacting surface

A

1

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

Number of unknown/s in roller support

A

1

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

Number of unknown/s in pin support

A

2

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

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

A

forces, moments

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

Number of unknown/s in constrained pin

A

1

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

Number of unknown/s in fixed support

A

3

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

Equations of Equilibrium

A

Fx=0; Fy=0; M=0

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

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

A

Truss

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

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

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 _______.

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 _______.

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
The resulting force system after cutting will generally be ____________ and _________
non-concurrent; coplanar
26
Determinacy of statically determinate trusses
m = 2n - 3
27
Determinacy of truss with a redundant member which makes it statically in determinate
m > 2n - 3
28
in determinacy of trusses, m is the total number of __________
members
29
in determinacy of trusses, n is the total number of __________
joints
30
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
zero force members
31
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 ____________.
zero force member
32
The region from O to Elastic Limit
Elastic range
33
The region from Elastic Limit to Rupture Strength
Plastic range