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1
GATE CE 2013
MCQ (Single Correct Answer)
+2
-0.6
Beam $$PQRS$$ has internal hinges in span $$PQ$$ and $$RS$$ as shown. The beam may be subjected to a moving distributed vertical load of maximum intensity $$4$$ $$kN/m$$ of any length anywhere on the beam. The maximum absolute value of the shear force (in $$kN$$) that can occur due to this loading just to the right of support $$Q$$ shall be: GATE CE 2013 Structural Analysis - Influence Line Diagram Question 3 English
A
$$30$$
B
$$40$$
C
$$45$$
D
$$55$$
2
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
The span$$(s)$$ to be loaded uniformly for maximum positive (upward) reaction at support $$P,$$ as shown in the figure below, is $$(are)$$ GATE CE 2008 Structural Analysis - Influence Line Diagram Question 4 English
A
$$PQ$$ only
B
$$PQ$$ and $$QR$$
C
$$QR$$ and $$RS$$
D
$$PQ$$ and $$RS$$
3
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
The influence line diagram $$(ILD)$$ shown is for the member GATE CE 2007 Structural Analysis - Influence Line Diagram Question 5 English
A
$$PS$$
B
$$RS$$
C
$$PQ$$
D
$$QS$$
4
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Consider the beam $$ABCD$$ and the influence line as shown below. The influence line pertains to GATE CE 2006 Structural Analysis - Influence Line Diagram Question 6 English
A
Reaction at $$A,\,\,{R_A}$$
B
Shear force $$B,\,\,{V_B}$$
C
Shear force on the left of $$C,\,\,V_C^ - $$
D
Shear force on the right of $$C,\,\,V_C^ + $$
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GATE CE Subjects
Engineering Mechanics
Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
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
Singly Reinforced Sections Workmenship and Fundamentals Doubly Reinforced Sections Flanged Beams Limit State of Collapse Shear Limit State of Collapse Torsion Limit State of Collapse Compression Footings Bond Limit State of Serviceability Prestressed Concrete Slabs
Steel Structures
Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members
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 Devolopment and Planning Highway Geometric Design
Engineering Mathematics
Probability and Statistics Calculus Complex Variable Differential Equations Linear Algebra Numerical Methods Vector Calculus Transform Theory
General Aptitude
Verbal Ability Numerical 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