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Properties of Matter:
The fluid pressure at a point within a fluid is given as :
P = h ρ g
(i) Streamline motion, and
(ii) Turbulent motion.
a1 v1 = a2 v2
where a1 and a2 are the areas of two different cross-sections of a tube of flow and v1 and v2 respectively are the velocities of flow through these sections.
P/ ρ + gh + v2/2= constant
Strains are of three types, namely
(i) Linear strain,
(ii) Volume strain, and
(iii) Shearing strain.
Supplementary or Untensioned Reinforcement It is that reinforcement, provided in prestressed concrete member, which is not provided in a stretched condition like tendons.
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Tensile stresses It has been possible to introduce tensile stresses of upto 850 N/mm 2 in tendons with the use of this method. But the method is not suited in situations where
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