A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is bn (fc/2) (d - n/3) All listed here Atft (d - n/3) ½ n₁ (1 - n₁/3) cbd² TRUE ANSWER : ? YOUR ANSWER : ?
The diameter of the column head support a flat slab, is generally kept 4.0 cm larger than the diameter of the column 5.0 cm larger than the diameter of the column 0.25 times the span length 0.25 times the diameter of the column TRUE ANSWER : ? YOUR ANSWER : ?
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is Triangular Trapezoidal Square Rectangular TRUE ANSWER : ? YOUR ANSWER : ?
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge Remains unchanged Is increased by PZ/e Is decreased by Pe/Z Is increased by Pe/Z TRUE ANSWER : ? YOUR ANSWER : ?
The effective span of a simply supported slab, is Distance between the centers of the bearings Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab None of these TRUE ANSWER : ? YOUR ANSWER : ?
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 15 mm 25 mm 10 mm 20 mm TRUE ANSWER : ? YOUR ANSWER : ?
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is 30 cm 25 cm 35 cm 20 cm TRUE ANSWER : ? YOUR ANSWER : ?
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or 12 bar diameters 24 bar diameters 18 bar diameters 30 bar diameters 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] cos 2θ [(p₁ - p₂)/2] + [(p₁ + p₂)/2] sin 2θ [(p₁ + p₂)/2] + [(p₁ - p₂)/2] cos 2θ TRUE ANSWER : ? YOUR ANSWER : ?
For stairs spanning horizontally, the minimum waist provided is 8 cm 6 cm 12 cm 4 cm TRUE ANSWER : ? YOUR ANSWER : ?