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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
Two systems which are equal in temperature to a third system are equal in temperature to each other
Ask question #Explalin a joint frame by stiffness method
what is imperfect frames ?
Define the term - prestressing force It should be realized that the maximum amount of prestressing force which can be transferred from tendons to concrete depends on the bond
Concrete Mix Design: Concrete mix design is done in a laboratory to achieve the desired strength and workability. The mix design is done to achieve strength slightly higher t
Q. Define Shear slump and collapse slump in slump test? There are three kinds of slump which can take place in a slumps test, namely, true slump, shear slump and collapse slump
how many scale are there and what are they use
A simply-supported beam (AB) with an overhang (BC) is illustrated in Figure 1(a), with the cross-sectional details given in Figure 1(b). The dead load comprises self weight only; f
Resultant Force on a Given Area of a Vertical Plane The resultant force is calculated from the average pressure: R = (AVERAGE Ρ)(A)
given A,B,C,and D are four plotted points at 2 centimeter apart and their ground reduced levels are 57.5 meter 63.2 meter 68.2 meter and 59.2 respectively.it is required to draw co
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