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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.
Determine the Loss in post-tensioned members This loss occurs only in post-tensioned members. There always exists a certain amount of friction in the jacking and anchoring syst
how to measure horizontal angle by theodolite
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Failure Due to Rupture of Steel This mode of failure is likely in lightly reinforced concrete members in which the ultimate strength of steel is attained before the concrete
CBR Test is an arbitrary test', justify. Explain the procedure for conducting the CBR test in the field. Surcharge loads are used in the CBR test; Describe their significa
Define the Thiem Equations for Confined Aquifers Using natural log: Q = 2ΠKm(h 2 - h 1 )/ln(r 2 /r 1 ) m = aquifer thickness (ft) Using log 10 : Q = 2Km(h 2 - h
Determine the example of tendon splices Following are some examples of tendon splices. (a) Torpedo splice (b) Clamp splice (c) Screw connectors
Q. Evlaute width and depth for stable alluvial canals? Lacey originally evolved width and depth formulae for stable alluvial canals. These were the following. P = 4.836 Q 1
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batching by volume
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