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1
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Consider the plane truss with load $$P$$ as shown in the figure. Let the horizontal and vertical reactions at the joint $$B$$ be $$HB$$ and $${V_B},$$ respectively and $${V_C}$$ be the vertical reaction at the joint $$C.$$ GATE CE 2016 Set 1 Structural Analysis - Truss Question 10 English

Which one of the following sets gives the correct values of $${V_B},\,\,{H_B}$$ and $${V_C}$$?

A
$${V_B} = 0;\,\,{H_B} = 0;\,\,{V_C} = P$$
B
$${V_B} = P/2;\,\,{H_B} = 0;\,\,{V_C} = P/2$$
C
$${V_B} = P/2;\,\,{H_B} = P\left( {\sin \,{{60}^ \circ }} \right);\,\,{V_C} = P/2$$
D
$${V_B} = P;\,\,{H_B} = P\left( {\cos \,{{60}^ \circ }} \right);\,\,{V_C} = 0$$
2
GATE CE 2013
Numerical
+1
-0
GATE CE 2013 Structural Analysis - Truss Question 11 English

The pin-jointed $$2$$-$$D$$ truss is loaded with a horizontal force of $$15$$ ݇ܰ at joint S and another $$15$$ ݇ܰ vertical force at joint $$U,$$ as shown.Find the force in member $$RS$$ (in $$kN$$ ݇ܰ) and report your answer taking tension as positive and compression as negative. _____________

Your input ____
3
GATE CE 2010
MCQ (Single Correct Answer)
+1
-0.3
For the truss shown in the figure, the force in the member QR is GATE CE 2010 Structural Analysis - Truss Question 12 English
A
zero
B
$${P \over {\sqrt 2 }}$$
C
$$P$$
D
$${\sqrt 2 P}$$
4
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
For the plane truss shown in the figure, the number of zero force members for the given loading is GATE CE 2004 Structural Analysis - Truss Question 7 English
A
$$4$$
B
$$8$$
C
$$11$$
D
$$13$$
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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
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