The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is called

If D is the overall thickness of the slab, the diameter of the reinforcing bars should not exceed

The gap between web plates and flange plates for fillet welds should not be more than

A continuous beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is

The depth ‘d’ of webs without horizontal stiffeners and consisting of tongue plates is taken lesser than the depth of the girder between the flanges less the sum of the depth of the tongue plates, and

For design of a column the eccentricity of loading shall be taken as the distance from the assumed point of application of the load to the centroid of the column, subject to a minimum of

The maximum area of compression reinforcement in a beam of cross section B x D is limited to

Moist curing of the exposed surfaces of concrete is done at least for

Pick up the incorrect statement from the following:

If the ratio of effective span to overall depth of a simply supported beam is equal or greater than 1 but less than or equal to 2, the lever arm, is

For battened struts, the effective length is increased by

The maximum horizontal deflection of a column of actual length L, when subjected to lateral forces, may be upto

The test strength of the sample is taken as the average of the strength of

The maximum deflection of a structure should not normally exceed lesser of the span/350 or

Pick up the correct statement regarding columns.

For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to

The minimum pitch i.e., the distance between centres of rivet holes is not less than

Dispersion of load through the flange to web is considered as dispersed uniformly at an angle θ° is

The grade of concrete generally not used in the reinforced concrete, is

The outstand of stiffeners should be (where t is the thickness of flat).

For the plain reinforcing bars in compression, the permissible design bond stress in tension, is increased by

The cover to the main reinforced may be reduced up to one third of the specified cover but not less than

The maximum compressive strength on 15 cm cubes of M 20 grade concrete at 7 days, should be a minimum of

The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is

The distance between, rivet line and the nearest edge of a joint not exposed to weather, is taken (where t is thickness in mm of the thinner outside plate).