Lewelling, centering and Orientation are work operation of
According to IS 456–2000, the minimum slenderness ratio for a short column is
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When the curvature of earth is taken into account, the surveying is called as
For a rivet of 36 mm diameter, the diameter of the hole shall be taken as :
If the initial D.O. of sewage sample is 6mg/l and final D.O. is 2 mg/l. The dilution is 1%. Then the BOD of the sample is-
If the water table rises above ground level, then effective stress-
While designing combined footing, the resultant of the column loads passes through the centre of gravity of the footing slab such that the net soil pressure obtained is-
A uniform rise in temperature on a portal frame will cause
The functional loss in the value of the property due to change in design, structure, fashion, utility, demand, etc. is known as-
What is the moisture depth available for evapotranspiration in the root zone of 1.5 m depth soil if the dry weight of soil is 2 gm/cc, field capacity is 40%, and the permanent wilting point is 20%?
The tensile strength of concrete in flexure and per IS: 456 is where (fck) is the characteristic strength of concentre.
The process by which a mass of saturated soil is caused by external forces to suddenly lose its shear strength and to behave as fluid is called-
The shape of the vertical curve generally provided is-
In a flow field, the streamlines, and equipotential lines-
Muller-Breslau principle is applicable to get influence line for-
The distance between the centered of the area of tension reinforcement and the maximum compressive fiber in a reinforced concrete beam design is known as-
Coefficient of earth pressure at rest is given by :
In the limit state method of design, the failure criterion for reinforced concrete beams and columns is-
Which of the following represents the requirement of valid contracts:
a. It must be in writing
b. can be enforced in a court of law
c. Parties should give the consent for agreement
d. Parties concerned must be competent
To obtain a very high strength concrete, one should use very fine-grained:
If the ratio of the span to the overall depth does not exceed 7, the stiffness of the beam will ordinarily be satisfactory in case of a