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1
GATE CE 2015 Set 1
Numerical
+2
-0
Two beams are connected by a linear spring as shown in the following figure. For a load $$P$$ as shown in the figure, the percentage of the applied load $$P$$ carried by the spring is ______________. GATE CE 2015 Set 1 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 6 English
Your input ____
2
GATE CE 2014 Set 2
Numerical
+2
-0
The axial load (in $$kN$$) in the member $$PQ$$ for the arrangement/assembly shown in the figure given below is ___________ GATE CE 2014 Set 2 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 5 English
Your input ____
3
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Consider a propped cantilever $$ABC$$ under two loads of magnitude $$P$$ each as shown in figure below. Flexural rigidity of the beam is $$EI$$. GATE CE 2006 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 3 English

The reaction at $$C$$ is

A
$${{9Pa} \over {16L}}\left( {upwards} \right)$$
B
$${{9Pa} \over {16L}}\left( {downwards} \right)$$
C
$${{9Pa} \over {8L}}\left( {upwards} \right)$$
D
$${{9Pa} \over {8L}}\left( {downwards} \right)$$
4
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Consider a propped cantilever $$ABC$$ under two loads of magnitude $$P$$ each as shown in figure below. Flexural rigidity of the beam is $$EI$$. GATE CE 2006 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 2 English

The rotation at $$B$$ is

A
$${{5PLa} \over {16EI}}\left( {clockwise} \right)$$
B
$${{5PLa} \over {16EI}}\left( {anti-clockwise} \right)$$
C
$${{59PLa} \over {16EI}}\left( {clockwise} \right)$$
D
$${{59PLa} \over {16EI}}\left( {anti-clockwise} \right)$$
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Irrigation
Gravity Dams and Spillways Water Requirement of Crops
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Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design Traffic Engineering Highway Materials Pavement Design Railway, Runway and Taxiway Design
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Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing Well Hydraulics and River Gauging
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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
Materials and Specifications Riveted Joints and Bolted Joints Compression Members Beams Plate Girder Welded Connections Tension Members Eccentric Connections
Engineering Mathematics
Complex Variable Numerical Methods Linear Algebra Calculus Probability and Statistics Transform Theory Differential Equations Vector Calculus
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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
Geomatics Engineering Or Surveying
Levelling Theodolites and Plane Table Surveying Curves Field Astronomy and Photogrammetric Surveying Traversing Measurement of Area, Volume and Theory of Errors and Survey Adjustment Basics of GIS, GPS and Remote Sensing Basic Concepts Linear Measurements and Chain Survey Angular Measurements and Compass Survey
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
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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
Construction Material and Management
Program Evolution Review Technique Critical Path Method Construction Materials
Strength of Materials Or Solid Mechanics
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
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
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