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Positive sign conventions if you’re taking a left hand side…
N = out of face, V= down, M= counterclockwise- always ‘holding water’
For a distributed load… remember that it’s moment contribution to an internal moment diagram equation…
acts at the halfway point of the distributed load, and if the load starts at ‘a’ then (x-a) is the length of it, so M(x) = (x-a)* (x-a)/2 * height
Similar triangle equation
a/x = b/x+L if a and b are heights of a triangle and x and x+L are their respective lengths, can also be set equal to theta or tangent theta.
If normal stress ___ it is ____ whereas if it _____ it is ______
pulls, tensile stress (positive); pushes, compressive stress (negative)
Stress question
Force / Area
Double Shear Stress equation?
Force/ Area *2
Force in a pin equation

Factor of Safety
F fail/ F allow =
Newtons an mm² gives what units?
Mpa
Stress and Strain tensors must be?
Symmetrical accross the diagonals
Engineering Shear Strain?
pi/2 - theta
Law of Cos?
a²=b²+c²-2(b)c*cos(alpha)
Law of Sines
c/ sin(theta) = b/sin(beta)= a/sin(alpha)
Process of Small angle approximation?
where dY= radius* degree* pi/180 (this term converts the degrees into radians)
sin(alpha)= h/L
or Cos(alpha)= b/L

Hooke’s Law
shear= E* strain

Young’s Modulus?
E, the slope of the stress-strain graph in the elastic region
Deformation in the ‘yielding’ section of the graph is considered?
Plastic deformation
How do calculate plastic deformation?
Total strain= E plastic + (shear/ E)
where total strain can be obtained from the graph
Sections of the stress-strain diagram in order
Elastic Region, Yielding, Strain Hardening, Necking
the ____ and the ____ occur at the end of the elastic region very close to one another but ____ is first
Proportional Limit, Yield Point, Proportional Limit
Highest point on the graph?
Ultimate stress
Last point on the graph?
Fracture Stress
Ductile materials
Experience significant plastic deformation before fracture
Brittle material
experience little or no plastic deformation before fracture but the handle compressive loads well.
Displacement equation
D = N*L/ E*A
Displacement to Normal Stress equation
