Statics sem 1 and 2?? Flashcards

(45 cards)

1
Q

What is a force?

A

An interaction that when unbalanced will change the acceleration of an object

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2
Q

What is a vector?

A

Something with magnitude and direction

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3
Q

What equations do we write for force equilibrium in 2D

A

ΣFx = 0
ΣFy = 0

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4
Q

How do you calculate moment?

A

Force x Perpendicular Distance

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5
Q

How is friction calculated?

A

F ≤ μR
μ is coefficient of friction and R is reaction force

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6
Q

What is the strategy for resolving forces in 2D?

A
  • draw FBD of entire system and each individual body
  • for each FBD: -> Resolve forces twice in perpendicular directions
    -> Take moments once
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7
Q

For a fixed grounding point, how many degrees of freedom is there and how many reaction components?

A

1 degree of freedom
2 reaction components

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8
Q

For a roller grounding point, how many degrees of freedom is there and how many reaction components?

A

2 degrees of freedom
- 1 reaction component

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9
Q

Is tension positive or negative in pin jointed structures and which way do the arrows face?

A

Positive, arrows point towards each other

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10
Q

What is the strategy of solving pin Jointed Structures?

A
  1. Draw FBD of the entire frame
    -> Resolve twice and take moments to find Reaction Force
  2. Draw the FBD of each node of interest
    -> Start with least number of unknowns and choose orientation carefully
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11
Q

What are the 3 zero force members?

A

See image of whole deck.
If 0 going into a joint, 0 out
If a straight line with joint in middle, 0 on both sides
T beam: 0

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12
Q

What is the strategy for method of sections questions?

A
  • Solve for external reactions using conventional pin jointed structures approach
  • Cut max of 3 beams (exceptions in K trusses0 and redraw FBD with beam forces
  • Resolve and take moments to find these values
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13
Q

Walk through the process of finding the statical determinacy of a structure?

A

n = nodes m = members, r = reaction forces
Count them each and then work out 2n and m+r
- 2n = m+r Statically determinate (can be solved)
- 2n < m+r Statically indeterminate
-2n > m+r Mechanism
BE CAREFULL< CAN BE A MIX

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14
Q

State Hooke’s law.

A

F=kx
k = spring stiffness, x = extension

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15
Q

How do you calculate stress?

A

σ = F/A
Stress = Force / Area. Often measured in MPa

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16
Q

How do you calculate strain?

A

ε = e / L
strain = extension / length
No unit

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17
Q

How do you calculate Youngs Modulus?

A

E =σ/ε = FL/eA

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18
Q

What is proof stress?

A

A line made to estimate the yield point.
A line with gradient E drawn from 0.2% strain

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19
Q

What actually is Poisson’s ratio a measure of?

A

The ratio of direct to perpendicular strain

20
Q

WRITE POISSON RATIO EQUATIONS ON FORMULA SHEET!!!!

21
Q

For materials in parallel (like a sandwich) what happens to the force and strain in each material?

A

Total force is sum of forces in each material
Constant strain throughout whole object

22
Q

For materials in series (like 2 rods) what happens to the force and strain in each material?

A

Constant force / stress throughout whole thing
Separate strains

23
Q

Describe variation in length as a function of distance

A

e(L) = 0->L∫ F / EA(x) .dx

24
Q

How is shear stress calculated?

A

τ = F/A (MPa)

24
How do you calculate thermal strain?
ε = α ΔT where α is the coefficient of thermal expansion. This is added to otherwise normal strains
25
How is shear stress calculated?
γ = Δl / L (imagine a parallelogram, L is height, delta l is the bit from bottom left to top left)
26
How is the shear modulus calculated
G =τ / γ. Typically in GPa
27
What is G equal to for isotropic materials
G = E / 2(1+ν)
28
Definition of isotropic?
A property which is the same no matter the direction or orientation
29
What arises when applying a shear stress
Complementary shear stresses, opposite and equal forces in the other direction
30
write 2D STRESSES FORMULA ON SHEET
31
How do you set up Mohr's Circle?
Y AXIS IS FLIPPED REMEMBER Drawn on x axis σy is on the left of the circle σx is the right of the circle So 1/2 (σy+σx) is centre point Draw a line of 2θ, starting at σx. Corresponding y value is shear stress(tau, remember axis flipped) x value is direct stress (sigma)
32
What is the principle torsion equation, name all the parts
T / J = τ / r = Gθ/L T = torque J = second moment of area τ = shear stress r = radius G = shear modulus θ = angle of interest (rad) L = length of shaft
33
WRITE 2ND MOM OF AREA OF SHAPES ON FORMULA SHEET
34
What is 2nd mom of area of a circle?
π/2 r⁴ =J
35
What is 2nd moment of area of a rectangle ( width b and height h)
J = 1/12 ( bh³ + hb³)
36
What is 2nd moment of area of a triangle (width b and height h)
J = 1/36 ( bh³ + hb³)
37
How are power and torque related?
Power = torque x angular frequency
38
How do we solve Beam Questions asking for shear force and bending moment diagrams?
1. Draw FBD and determine support reactions using equilibrium 2. Cut the beam at the final cut and draw FBD of the cut section 3. Evaluate equations for v and M 4. All length terms in the bending moment equation and shear force must be written using Macaulay notation 5. Always indicate the powers even if 0 or 1
39
What is the principle bending equation, state all the terms
M / I = E / R = σ / y M = bending moment I = 2nd Moment of Area E = Young's Modulus R = Radius of curvature σ = Bending Stress y = Distance from Neutral Axis
40
How do you find the position of the Neutral Axis?
Sum of the products between the distance of the centroid of each portion of the cross section and their areas //// Total Area of Cross section s₁A₁ +s₂A₂ / (A₁+A₂)
41
What is the parallel axis theorem?
Ixx = īxx + Ay²
42
What is the complete method of finding the second moment of area?
1. Draw out a diagram and label dimensions 2. Determine location of area using y bar = s1A1+s2A2 / A1+A2 3. Calculate Ixx about centroid of each section 4. Apply parallel axis theorem to determine I of the whole shape
43
What is the complete method of finding the maximum of a beam
1. Find support reactions from FBD ΣFx = 0 ΣFy =0 ΣM =0 2. Find equation of shear force using Macaulay notation 3. M = ∫v.dx Integrate the shear force to find bending moment. Apply boundary conditions to find C₁ 4. Determine equation for slope (θ) and deflection (υ) θ = 1/ EI ∫M.dx υ = ∫θ .dx 5. Determine C₂ and C₃ from the boundary conditions
44