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1
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+2
-0.6
A plane truss with applied loads is shown in the figure. GATE CE 2016 Set 1 Structural Analysis - Truss Question 8 English

The members which do not carry any force are

A
$$FT,\,\,TG,\,\,HU,\,\,MP,\,\,PL$$
B
$$ET,\,\,GS,\,\,UR,\,\,VR,\,\,QL$$
C
$$FT,\,\,GS,\,\,HU,\,\,MP,\,\,QL$$
D
$$MP,\,\,PL,\,\,HU,\,\,FT,\,\,UR$$
2
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+2
-0.6
Mathematical idealization of a crane has three bars with their vertices arranged as shown in the figure with a load of $$80$$ $$kN$$ hanging vertically. The coordinates of the vertices are given in parentheses. The force in the member $$QR,\,\,{F_{QR}}$$ will be GATE CE 2014 Set 1 Structural Analysis - Truss Question 9 English
A
$$30$$ $$kN$$ Compressive
B
$$30$$ $$kN$$ Tensile
C
$$50$$ $$kN$$ Compressive
D
$$50$$ $$kN$$ Tensile
3
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A truss, as shown in the figure, is carrying $$180$$ $$kN$$ load at node $${L_2}.$$ The force in the diagonal member $${M_2}{U_4}$$ will be GATE CE 2003 Structural Analysis - Truss Question 3 English
A
$$100$$ $$kN$$ tension
B
$$100$$ $$kN$$ compression
C
$$80$$ $$kN$$ tension
D
$$80$$ $$kN$$ compression
4
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
The force in the member $$DE$$ of the truss shown in the fig. is, GATE CE 1997 Structural Analysis - Truss Question 6 English
A
$$100.0$$ $$kN$$
B
Zero
C
$$35.5$$ $$kN$$
D
$$25.0$$ $$kN$$
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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
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
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
Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
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
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
Numerical Ability Logical Reasoning Verbal Ability
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