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1
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
A homogeneous, simply supported prismatic beam of width $$B,$$ depth $$D$$ and span $$L$$ is subjected to a concentrated load of magnitude $$P.$$ The load can be placed anywhere along the span of the beam. The maximum flexural stress developed in beam is
A
$${2 \over 3}{{PL} \over {B{D^2}}}$$
B
$${3 \over 4}{{PL} \over {B{D^2}}}$$
C
$${4 \over 3}{{PL} \over {B{D^2}}}$$
D
$${3 \over 2}{{PL} \over {B{D^2}}}$$
2
GATE CE 2003
MCQ (Single Correct Answer)
+1
-0.3
Muller Breslau Principle in structural analysis is used for
A
Drawing influence line diagram for any force function
B
Writing virtual work equation
C
Superposition of load effects
D
None of these
3
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
Identify the FALSE statement from the following, pertaining to the methods of structural analysis.
A
Influence lines for stress resultants in beams can be drawn using Muller Breslau's Principle.
B
The Moment Distribution Method is a force method of analysis, not a displacement method.
C
The Principle of Virtual Displacements can be used to establish a condition of equilibrium.
D
The Substitute Frame Method is not applicable to frames subjects to significant side sway.
4
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
Influence line for redundant structures can be obtained by
A
Castigliano's theoram
B
Muller Breslau principle
C
Unit load theorem
D
Maxwell-Betti reciprocal theorem
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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 Geometric Design Highway Devolopment and Planning
Strength of Materials Or Solid Mechanics
Centroid and Moment of Inertia Torsion Pure Bending Shear Stress In Beams Strain Energy Method Columns and Struts Complex Stress Deflection of Beams Thin Cylinder Simple Stresses Shear Force and Bending Moment 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
Materials and Specifications Tension Members Riveted Joints and Bolted Joints Welded Connections Eccentric Connections Compression Members Beams Plate Girder
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
EXAM MAP
Joint Entrance Examination
JEE MainJEE AdvancedWB JEEBITSATMHT CETKCETCOMEDKVITEEE
Medical
NEET
Graduate Aptitude Test in Engineering
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CBSE
Class 12