RCC_APPSC CE Quiz-4

The load carrying capacity of a column designed by LSM  method is 400 kN, The collapse load of the column is

Effective length of a column held in position in both ends and restrained against rotation at one end

The reduction coefficient of a reinforced concrete column with an effective length of 4.8 m and size 200 mm x 300 mm is

The cross-sectional area of longitudinal reinforcement in column shall not be less than ____ nor more than _____ of the gross cross-sectional area of column

An axially loaded square column of size 300 mm x 300 mm has an effective length of 3 m. The minimum eccentricity as per IS 456:2000 is ______.

The for square isolated footing location of resultant of bending moment and one way shear is

What should be minimum depth of exploration below an isolated footing?

What will be area of square footing required for a column having load of 2400 kN.

Use M30/Fe 415 (SBC = 125 kN/m²)

(size of column = 500 mm × 500 mm)

(use LSM and assume weight of foundation = 20% of column load)

The minimum depth require (in mm) for a footing is gross bearing capacity is 120 kN/m² and angle of repose is 25. (density (r) = 15 kN/m³)