If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is (L/3) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 3/qmax) TRUE ANSWER : ? YOUR ANSWER : ?
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds 10 15 25 20 TRUE ANSWER : ? YOUR ANSWER : ?
As per IS : 1343, total shrinkage for a pre-tensioned beam, is 3.0 × 10⁻³ 3.0 × 10⁻² 3.0 × 10⁻⁵ 3.5 × 10⁻⁵ TRUE ANSWER : ? YOUR ANSWER : ?
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 w₁/w₂ = (l₂/l₁)³ w₁/w₂ = (l₂/l₁)⁴ w₁/w₂ = l₂/l₁ w₁/w₂ = (l₂/l₁)² TRUE ANSWER : ? YOUR ANSWER : ?
If p₁ and p₂ are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle θ° to the principal plane carrying the principal stress p₁, is: [(p₁ - p₂)/2] + [(p₁ + p₂)/2] sin 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] sin 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] cos 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] cos 2θ TRUE ANSWER : ? YOUR ANSWER : ?
The weight of reinforced concrete, is generally taken as 2200 kg/m³ 2300 kg/m³ 2400 kg/m³ 2500 kg/m³ TRUE ANSWER : ? YOUR ANSWER : ?
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at A point of the maximum shear force A point of zero shear force Less loaded column More loaded column TRUE ANSWER : ? YOUR ANSWER : ?
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Three times Four times Five times Six times TRUE ANSWER : ? YOUR ANSWER : ?
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 12 legged 10 legged 6 legged 8 legged TRUE ANSWER : ? YOUR ANSWER : ?
For initial estimate for a beam design, the width is assumed 1/25th of span 1/30th of span 1/20th of span 1/15th of span TRUE ANSWER : ? YOUR ANSWER : ?