PREVIOUS NEXT
1
GATE CE 2012
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam is subjected to a uniformly distributed load of intensity $$w$$ per unit length. On half of the span from one end. The length of the span and the flexural stiffness are denoted as/and $$EI$$, respectively. The deflection at mid-span of the beam is
A
$${5 \over {6144}}{{w{\ell ^4}} \over {EI}}$$
B
$${5 \over {768}}{{w{\ell ^4}} \over {EI}}$$
C
$${5 \over {384}}{{w{\ell ^4}} \over {EI}}$$
D
$${5 \over {192}}{{w{\ell ^4}} \over {EI}}$$
2
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 9 English

The deflection and slope of the beam at $$'Q'$$ are respectively

A
$${{5W{L^3}} \over {6EI}}$$ and $${{3W{L^2}} \over {2EI}}$$
B
$${{W{L^3}} \over {6EI}}$$ and $${{W{L^2}} \over {2EI}}$$
C
$${{W{L^3}} \over {2EI}}$$ and $${{W{L^2}} \over {EI}}$$
D
$${{W{L^3}} \over {3EI}}$$ and $${{3W{L^2}} \over {2EI}}$$
3
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 8 English

The deflection of the beam at $$' R '$$ is

A
$${{8W{L^3}} \over {EI}}$$
B
$${{5W{L^3}} \over {6EI}}$$
C
$${{7W{L^3}} \over {3EI}}$$
D
$${{8W{L^3}} \over {6EI}}$$
4
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Beam $$GHI$$ is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each pontoon is $$8\,\,{m^2},$$ the flexural rigidity of the beam is $$10000$$ $$kN$$-$${m^2}$$ and the unit weight of water is $$10$$ $$kN$$/$${m^3}$$. GATE CE 2008 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 10 English

When the middle pontoon is brought back to its position as shown in the figure above, the reaction at $$H$$ will be

A
$$8.6$$ $$kN$$
B
$$15.7$$ $$kN$$
C
$$19.2$$ $$kN$$
D
$$24.2$$ $$kN$$
PREVIOUS NEXT

GATE CE Subjects

Browse all chapters by subject

Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
General Aptitude
Numerical Ability Logical Reasoning Verbal Ability
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design Traffic Engineering Highway Materials Pavement Design Railway, Runway and Taxiway Design
Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing Well Hydraulics and River Gauging
Environmental Engineering
Sources and Coveyances Water Quality Control of Water Treatment of Water Water Demand Waste Water Characteristics Sewage System and Sewer Appurtenances Treatment of Sewage Disposal of Sewage Effluent Solid Waste Management Air Pollution Noise Pollution
Steel Structures
Riveted Joints and Bolted Joints Beams Materials and Specifications Compression Members Eccentric Connections Plate Girder Welded Connections Tension Members
Engineering Mathematics
Vector Calculus Numerical Methods Differential Equations Linear Algebra Complex Variable Probability and Statistics Transform Theory Calculus
Structural Analysis
Matrix Method Methods of Analysis Energy Principle Arches and Cable Truss Stability and Static Indeterminacy Moment Distribution Method Indeterminacy Influence Line Diagram Plastic Analysis Slope Deflection Method
Geomatics Engineering Or Surveying
Measurement of Area, Volume and Theory of Errors and Survey Adjustment Curves Theodolites and Plane Table Surveying Levelling Traversing Basics of GIS, GPS and Remote Sensing Field Astronomy and Photogrammetric Surveying Linear Measurements and Chain Survey Angular Measurements and Compass Survey Basic Concepts
Reinforced Cement Concrete
Workmenship and Fundamentals Limit State of Serviceability Singly Reinforced Sections Footings Prestressed Concrete Bond Limit State of Collapse Shear Slabs Flanged Beams Limit State of Collapse Compression Limit State of Collapse Torsion Doubly Reinforced Sections
Fluid Mechanics and Hydraulic Machines
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
Construction Material and Management
Construction Materials Program Evolution Review Technique Critical Path Method
Strength of Materials Or Solid Mechanics
Shear Stress In Beams Complex Stress Centroid and Moment of Inertia Simple Stresses Pure Bending Shear Force and Bending Moment Columns and Struts Propped Cantilever Beam Torsion Deflection of Beams Thin Cylinder Strain Energy Method
Geotechnical Engineering
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
EXAM MAP

Browse past year questions by exam & subject

Joint Entrance Examination
JEE Main JEE Advanced MHT CET BITSAT COMEDK WB JEE KCET VITEEE AP EAPCET TS EAMCET IAT (IISER)
Medical
NEET AIIMS MHT CET (Biology)
Graduate Aptitude Test in Engineering
GATE CSE GATE ECE GATE EE GATE ME GATE CE GATE PI GATE IN GATE Data Science and Artificial Intelligence
Civil Services
UPSC Civil Service
Defence
NDA
Staff Selection Commission
SSC CGL Tier I
CBSE
Class 12