Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Related MCQs

• When minimum eccentricity in columns does not exceed 0.05 times the lateral dimension, the axial load carrying capacity is reduced by
• A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds
• For M20 grade of concrete, the maximum shear stress shall not exceed
• If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than
• The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than
• The diameter of main bars in R.C.C. columns, shall not be less than
• The pitch of the main bars in a simply supported slab, should not exceed its effective depth by
• For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
• In a slab, the pitch of the main reinforcement should not exceed its effective depth
• For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed