If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is Square Triangular Rectangular Trapezoidal TRUE ANSWER : ? YOUR ANSWER : ?
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² TRUE ANSWER : ? YOUR ANSWER : ?
Dimensions of a beam need be changed if the shear stress is more than 15 kg/cm² 10 kg/cm² 20 kg/cm² 25 kg/cm² TRUE ANSWER : ? YOUR ANSWER : ?
The minimum number of main steel bars provided in R.C.C. Octagonal columns is 8 Rectangular columns is 4 Circular columns is 6 All listed here TRUE ANSWER : ? YOUR ANSWER : ?
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 40 35 30 45 TRUE ANSWER : ? YOUR ANSWER : ?
The angle of internal friction of soil mass is the angle whose Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane None of these TRUE ANSWER : ? YOUR ANSWER : ?
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² WL/12 (L - 2D/3)² TRUE ANSWER : ? YOUR ANSWER : ?
The width of the flange of a L-beam, should be less than One-sixth of the effective span Breadth of the rib + half clear distance between ribs Breadth of the rib + four times thickness of the slab Least of the above TRUE ANSWER : ? YOUR ANSWER : ?
A very comfortable type of stairs is Dog legged Open newel Straight Geometrical TRUE ANSWER : ? YOUR ANSWER : ?