GATE CE 1995 | Flanged Beams Question 5 | Reinforced Cement Concrete

GATE CE 1995

MCQ (Single Correct Answer)

-0.3

The effective width of a reinforced concrete $$T$$-beam flange under compression, according to $$IS:456$$ - $$1978,$$ given $${l_0}$$ is the distance between the adjacent zero moment points, $$b$$ is the breadth of the rib and $$D$$ is the thickness of the flange, is

$${{{l_0}} \over 6} + b + 6D$$

$${l_0} + 6D$$

$${{{l_0}} \over 6} + 6D$$

$${{{l_0}} \over 6} + b$$

GATE CE 1992

MCQ (Single Correct Answer)

-0.3

A floor slab of thickness, $$t$$ is cast monolithically transverse to a rectangular continuous beam of span $$L$$ and width $$B.$$ If the distance between two consecutive points of contraflexure is $${L_0},$$ the effective width of compression flange at a continuous support is

$$B$$

$$L/3$$

$$B+12t$$

$$B+6t+$$ $${L_0}/6$$

GATE CE Subjects

Engineering Mechanics

Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation

Strength of Materials Or Solid Mechanics

Pure Bending Shear Stress In Beams Simple Stresses Complex Stress Centroid and Moment of Inertia Torsion Shear Force and Bending Moment Deflection of Beams Thin Cylinder Strain Energy Method Columns and Struts Propped Cantilever Beam

Structural Analysis

Stability and Static Indeterminacy Methods of Analysis Plastic Analysis Moment Distribution Method Indeterminacy Energy Principle Influence Line Diagram Arches and Cable Slope Deflection Method Truss Matrix Method

Construction Material and Management