Online Civil Engineering Test - RCC Structures Design Test

Dimensions of a beam need be changed if the shear stress is more than

The design of a retaining wall assumes that the retained earth

As per I.S. 456 - 1978, the pH value of water shall be

In a singly reinforced beam, the effective depth is measured from its compression edge to

Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Pick up the true statement from the following:

A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

A part of the slab may be considered as the flange of the T-beam if

A circular slab subjected to external loading, deflects to form a

An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Spacing of stirrups in a rectangular beam, is

Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

If the length of an intermediate span of a continuous slab is 5m, the length of the end span is kept

In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

After prestressing process is completed, a loss of stress is due to

The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

Enlarged head of a supporting column of a flat slabs is technically .known as

The diameter of main bars in R.C.C. columns, shall not be less than

Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds