Q. A very comfortable type of stairs is

View solution

Q. For M 150 grade concrete (1:2:4) the moment of resistance factor is

View solution

Q. For a ribbed slab

View solution

Q. The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

View solution

Q. The neutral axis of a T-beam exists

View solution

Q. The self-weight of the footing, is

View solution

Q. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

View solution

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

View solution

Q. The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

View solution

Q. For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

View solution

Q. Steel bars are generally connected together to get greater length than the standard length by providing

View solution

Q. By over-reinforcing a beam, the moment of resistance can be increased not more than

View solution

Q. In a cantilever retaining wall without a heel slab

View solution

Q. The design of heel slab of a retaining wall, is based on the maximum bending moment due to:

View solution

Q. A per IS : 1343, total shrinkage for a pretensioned beam, is

View solution

Q. The weight of reinforced concrete, is generally taken as

View solution

Q. The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

View solution

Q. If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

View solution

Q. According to load factor method, the permissible load W on a short column reinforced with longitudinal bars and lateral stirrups, is

View solution

Q. If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

View solution