GATE CE 2016 Set 2 | Limit State of Collapse Shear Question 6 | Reinforced Cement Concrete

As per $$IS$$ $$456$$ - $$2000$$ for the design of reinforced concrete beam, the maximum allowable shear stress $$\left( {{\tau _{c\,\,\max }}} \right)$$ depends on the

grade of concrete and grade of steel

grade of concrete only

grade of steel only

grade of concrete and percentage of reinforcement

GATE CE 2006

MCQ (Single Correct Answer)

-0.3

Assuming concrete below the neutral axis to be cracked, the shear stress across the depth of a singly-reinforced rectangular beam section

Increase parabolically to the neutral axis and then drops suddenly to zero value.

Increases parabolically to the neutral axis and then remains constant over the remaining depth.

Increases linearly to the neutral axis and then remains constant up to the tension steel.

Increases parabolically to the neutral axis and then remains constant up to the tension steel.

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Structural Analysis

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

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Drag and Lift Boundary Layer Theory Fluid Dynamics Flow Through Pipes Dimensional Analysis Open Channel Flow Fluid Pressure and Measurement Hydraulic Machines Hydrostatic Forces Properties of Fluids Fluid Statics

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

Reinforced Cement Concrete

Doubly Reinforced Sections Bond Prestressed Concrete Limit State of Collapse Shear Limit State of Collapse Torsion Limit State of Collapse Compression Limit State of Serviceability Flanged Beams Workmenship and Fundamentals Singly Reinforced Sections Footings Slabs

Construction Material and Management

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Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization

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