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Civil FE Manual Equations, FE
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Civil
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,Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf
What happens to viscosity with increase in temperature - smaller viscosity
What happens to viscosity with increase in pressure - larger viscosity
Resistance of a fluid to deformation is called
viscosity
Compression of liquid water is characterized by the
bulk modulus of elasticity
Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf
,Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf
Laminar - Viscous forces, Small Reynolds #, Energy dissipation mechanism is between
particles. Parabolic graph
Turbulent - Inertial forces, Big Reynolds #, Energy dissipation mechanism is wall friction.
Boxy logarithmic graph
The center of pressure on a submerged surface is located where relative to the centroid of
area (centroid)
always below
Propped cantilevers are statically indeterminate and must be solved setting deflection of a
point load cantilever plus a uniformly distributed cantilever in order to account for the self
weight of the cantilever equal to zero, if cantilever has a mass. Be sure to consider
negative/pos signs of the deflections. Table is at end of mechanics of materials section. w in
the uniform distributed load is equal to mg.
Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf
, Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf
steady state incompressible flow means
Velocity 1 = 0
Unit vector perpendicular to plane
cross product divided by magnitude of that cross product
Torque
(t (shear stress) pi d^3)/16 or (t * r)/J
(structural design) Mn=
Mu/theta
Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf Equations not in Civil FE manual.pdf