GATE CE 2000 | Columns and Struts Question 13 | Strength of Materials Or Solid Mechanics

GATE CE 2000

MCQ (Single Correct Answer)

-0.3

Four column of the same material having identical geometric properties are supported in different ways as shown below GATE CE 2000 Strength of Materials Or Solid Mechanics - Columns and Struts Question 8 English

GATE CE 2000 Strength of Materials Or Solid Mechanics - Columns and Struts Question 8 English

It is required to order these four beams in the increasing order of their respective first buckling loads. The correct order is given by

$${\rm I},$$ $${\rm II},$$ $${\rm III},$$ $${\rm IV}$$

$${\rm III},$$ $${\rm IV},$$ $${\rm II},$$ $${\rm I}$$

$${\rm II},$$ $${\rm I},$$ $${\rm IV},$$ $${\rm III}$$

$${\rm I},$$ $${\rm II},$$ $${\rm IV},$$ $${\rm III}$$

GATE CE 1994

MCQ (Single Correct Answer)

-0.3

When a column is fixed at both ends corresponding to Euler's criterion load is

$${{{n^2}E{\rm I}} \over {{L^2}}}$$

$${{2{n^2}E{\rm I}} \over {{L^2}}}$$

$${{3{n^2}E{\rm I}} \over {{L^2}}}$$

$${{4{n^2}E{\rm I}} \over {{L^2}}}$$

GATE CE 1992

MCQ (Single Correct Answer)

-0.3

The kern area (core) of a solid circular section column of diameter, $$D$$ is a concentric circle of diameter, $$'d'$$ is equal to

$$D/8$$

$$D/6$$

$$D/4$$

$$D/2$$

GATE CE 1992

MCQ (Single Correct Answer)

-0.3

The axial load carrying capacity of a long column of given material. Cross-sectional area, $$A$$ and length, $$L$$ is governed by

Strength of its material only

Its flexural rigidity only

Its slenderness ratio only

Both flexural rigidity and slenderness ratio

GATE CE Subjects

Construction Material and Management

Critical Path Method Construction Materials Program Evolution Review Technique

Geomatics Engineering Or Surveying

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

Engineering Mechanics

Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems

Hydrology

Evaporation and Transpiration Precipitation and Frequency of Rainfall Data

Transportation Engineering

Highway Devolopment and Planning Highway Geometric Design

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

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

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

Irrigation

Gravity Dams and Spillways Water Requirement of Crops

Environmental Engineering

Sources and Coveyances Water Water Demand Quality Control of Water

Engineering Mathematics

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

Structural Analysis

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

Geotechnical Engineering

Origin of Soils Definitions and Properties of Soils

Fluid Mechanics and Hydraulic Machines

Properties of Fluids Fluid Statics

General Aptitude

Numerical Ability Verbal Ability