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Define the term - permanent load
Where the permanent load is less than or equal to 25% of the design imposed load, deflections may be calculated using any elastic method. When permanent load is more than 25% vertical deflection limits for beams and slabs may generally be assumed to be satisfied provided that span to effective depth ratios are not greater than the values specified.
distribution of shear stress in triangular section
Explain the Limitations of Rebound Hammer? The following characteristics of concrete can affect the correlation of the rebound number with the actual surface hardness and shoul
Minimum volume of sump volume for pumps Maximum pumping rate = Q P Volume of sump = V Inflow Rate = Q i Cycle Time T c = t 1 + t 2 t 1 = V / Q P - Q i t 2
effective length of the column
Explain the Equation for a Suppressed Rectangular Weir If the approach velocity is negligible, velocity head can be excluded and the equation becomes the Francis weir equation
.the assumptions in theory of riveted joints
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Function of reinforced concrete infill in marine piling system of steel tubular pile with reinforced concrete infill Reinforced concrete is designed to fill void space inside
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