👉Elongation in prismatic bar
△ = ү.L^2/2E
△ = WL/2AE
Here, △ = elongation in prismatic bar
L = length of bar
W = self weight of the bar = ρ.A.L
E = young's modulus of elasticity
ү = Unit weight of material
👉 Elongation in conical bar
∆ = ү.L^2/6E
👉 Elongation in conical bar due to self weight is one third of elongation in prismatic bar due to self weight.
👉 Important Relationship
E = 2N (1+μ)
E = 3K(1-2μ)
μ = (3K-2N)/(6K+2N)
E = 9KN/3K+N
where,
N = Modulus of rigidity/Shear Modulus
K = bulk modulus
E = Modulus of elasticity/ Elastic modulus
µ = Poisson's ratio ( 0 to 0.50)
👉 Modulus of Resilience is energy stored upto elastic limit per unit volume.
👉 △Sudden = 2.△static
👉 strain is the fundamental behaviour but stress is a derived concept because strain can measured with some instrument and is a fundamental quantity however stress can only be derived , it can not be measured.
👉 If loading of nth degree, then shear force diagram is of (n+1) degree and bending moment diagram is of (n+2) degree
👉For bending moment M to be maximum
dM/dx =0 and we know dM/dx = Shear force (V)
Bending moment is maximum at the section where shear force is zero or changes sign.
👉 dM/dx = V (Slope of Bending moment = shear force)
dV/dx = w (Slope of shear force = loading intensity)
M = ∫ V dx
V = ∫ w dx
d2M/dx2 = dV/dx = w
M = Bending moment
V = shear force
w = loading intensity
👉Point of contra-flexure is the point where bending moment changes it's sign
👉 Real Beam Conjugate Beam
Hinged Support Hinged Support
Free Support Fixed support
Fixed support Free support
Internal roller Internal hinge
Internal hinge Internal roller
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