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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.
The continuous one-way slab shown below is loaded with a uniform service live load of 80 psf, and a superimposed dead load of 40 psf. Assume the beam width is 16" and use f'c = 5 k
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Compaction to freshly placed concrete piles In general practice, reliance is placed on the self-compaction of particularly designed concrete mixes to achieve adequate compact
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