GATE CE 2003 | Limit State of Collapse Compression Question 5 | Reinforced Cement Concrete

GATE CE 2003

MCQ (Single Correct Answer)

-0.3

The effective length of a column in a reinforced concrete building frame, as per $$IS:$$ $$456$$-$$2000,$$ is independent of the

Frame type $$i.e.,$$ braced (no sway) or unbraced (with sway)

Span of the beam

Height of the column

loads acting on the frame

GATE CE 1999

MCQ (Single Correct Answer)

-0.3

In reinforced concrete, pedestal is defined as compression member, whose effective length does not exceed its dimension by

$$12$$ times

$$3$$ times

$$16$$ times

$$8$$ times

GATE CE 1996

MCQ (Single Correct Answer)

-0.3

The effective length of a circular electric pole of length $$L$$ and constant diameters erected on ground is,

$$0.80$$ $$L$$

$$1.20$$ $$L$$

$$1.50$$ $$L$$

$$2.00$$ $$L$$

GATE CE 1995

MCQ (Single Correct Answer)

-0.3

The lateral ties in a reinforced concrete rectangular column under axial compression are used to

avoid the buckling of the longitudinal steel under compression

provide adequate shear capacity

provide adequate confinement to concrete

reduce the axial deformation of the column

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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

Critical Path Method Construction Materials Program Evolution Review Technique

Reinforced Cement Concrete

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

Steel Structures

Materials and Specifications Tension Members Riveted Joints and Bolted Joints Welded Connections Eccentric Connections Compression Members Beams Plate Girder

Geotechnical Engineering

Origin of Soils Definitions and Properties of Soils

Fluid Mechanics and Hydraulic Machines

Properties of Fluids Fluid Statics

Hydrology

Evaporation and Transpiration Precipitation and Frequency of Rainfall Data

Irrigation

Water Requirement of Crops Gravity Dams and Spillways

Geomatics Engineering Or Surveying

Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey

Environmental Engineering

Sources and Coveyances Water Water Demand Quality Control of Water

Transportation Engineering

Highway Geometric Design Highway Devolopment and Planning

Engineering Mathematics

Probability and Statistics Calculus Complex Variable Differential Equations Linear Algebra Numerical Methods Vector Calculus Transform Theory

General Aptitude

Numerical Ability Verbal Ability