In a beam the local bond stress Sb, is equal to Shear force/(Leaver arm × Total perimeter of reinforcement) Leaver arm/(Bending moment × Total perimeter of reinforcement) Leaver arm/(Shear force × Total perimeter of reinforcement) Total perimeter of reinforcement/(Leaver arm × Shear force) TRUE ANSWER : ? YOUR ANSWER : ?
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 45 55 40 50 TRUE ANSWER : ? YOUR ANSWER : ?
If the size of a column is reduced above the floor, the main bars of the columns, are Bent inward at the floor level Stopped just below the floor level and separate lap bars provided All of the listed here Continued up TRUE ANSWER : ? YOUR ANSWER : ?
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as 1/8th of the span 1/12th of the span 1/16th of the span 1/10th of the span TRUE ANSWER : ? YOUR ANSWER : ?
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is 51.5 53.5 54.5 52.5 TRUE ANSWER : ? YOUR ANSWER : ?
The advantage of a concrete pile over a timber pile, is Higher bearing capacity All of these No restriction on length No decay due to termites TRUE ANSWER : ? YOUR ANSWER : ?
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 Needs revision of the section Is safe with stirrups Is safe with stirrups and inclined members Safe in shear TRUE ANSWER : ? YOUR ANSWER : ?
The minimum number of main steel bars provided in R.C.C. Circular columns is 6 All listed here Octagonal columns is 8 Rectangular columns is 4 TRUE ANSWER : ? YOUR ANSWER : ?
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h TRUE ANSWER : ? YOUR ANSWER : ?
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is 40° 30° 45° All listed here TRUE ANSWER : ? YOUR ANSWER : ?