Curioustab

Home » Civil Engineering » RCC Structures Design

The self-weight of the footing, is

not considered for calculating the upward pressure on footing
also considered for calculating the upward pressure on footihg
not considered for calculating the area of the footing
both (b) and (c)

Correct Answer: not considered for calculating the upward pressure on footing

← Previous Question Next Question→

More Questions from RCC Structures Design

By over-reinforcing a beam, the moment of resistance can be increased not more than
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is
A pile weighing W1 kg penetrates S metres with its last blow. If W2 is the weight of the hammer having a drop of H metres, the pile can carry a maximum external load
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory
The minimum head room over a stair must be
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm2, the beam
The diameter of the column head support a flat slab, is generally kept

Discussion & Comments

No comments yet. Be the first to comment!

Join Discussion