Internal Equillibrium Flashcards

1
Q

What are the resulting forces necessary to keep the structure in equilibrium from the loads?

A

reaction forces

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2
Q

External loads result in ___ demands. (stresses and strains)

A

internal

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3
Q

What is A resultant force acting through the centroid of all resisting cross-sections?

A

Axial force

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4
Q

What is an axial force?

A

A resultant force acting through the centroid of all resisting cross-sections

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5
Q

What is A resultant force acting parallel or “tangential” to the cross section?

A

Shear force

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6
Q

What is a shear force?

A

A resultant force acting parallel or “tangential” to the cross section

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7
Q

What is A resultant internal couple acting on the cross-section?

A

A bending moment or flexural

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8
Q

What is a bending moment?

A

A resultant internal couple acting on the cross-section

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9
Q

What are the three internal reactions required for equilibrium at any cut in a beam?

A

axial force, shear force, bending moment

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10
Q

Which directions are the shear force and bending moment sign directions?

A

(+)
M: bending upward like a smile
V: left side up, right side down (like reading left to right)
(-)
M:bending downward like a frown
V:left side down, right side up

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11
Q

Draw the shear diagram

A
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12
Q

If there is no loads will the shear force change?

A

No

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13
Q

How will a point load affect a shear diagram?

A

An abrupt (vertical) change in shear with the value and direction of load

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14
Q

How will a uniform affect a shear diagram?

A

Change in shear with the linear slope matching the value and direction of uniform load

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15
Q

How will a concentrated moment affect a shear diagram?

A

No change in shear

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16
Q

Draw the moment diagram

A
17
Q

What is the sum of the (shear force x distance) to the left of any location along the span of the beam

A

bending moment in beam. mathematically: the area under the shear diagram

18
Q
A