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Questions
1
GATE CE 2024 Set 1
MCQ (Single Correct Answer)
+2
-0.833

The beam shown in the figure is subjected to a uniformly distributed downward load of intensity $q$ between supports A and B.

GATE CE 2024 Set 1 Engineering Mechanics - Equilibrium of Force Systems Question 2 English

Considering the upward reactions as positive, the support reactions are

A

$R_A = \frac{ql}{2} ; R_B = \frac{5ql}{2} ; R_C = -ql$

B

$R_A = -ql ; R_B = \frac{5ql}{2} ; R_C = \frac{ql}{2}$

C

$R_A = -\frac{ql}{2} ; R_B = \frac{5ql}{2} ; R_C = 0$

D

$R_A = \frac{ql}{2} ; R_B = ql ; R_C = \frac{ql}{2}$

2
GATE CE 2022 Set 2
Numerical
+2
-0

A uniform rod KJ of weight w shown in the figure rests against a frictionless vertical wall at the point K and a rough horizontal surface at point J. It is given that w = 10 kN, a = 4 m and b = 3 m.

GATE CE 2022 Set 2 Engineering Mechanics - Equilibrium of Force Systems Question 3 English

The minimum coefficient of static friction that is required at the point J to hold the rod in equilibrium is __________. (round off to three decimal places)

Your input ____
3
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+2
-0.6
The magnitudes of vectors P, Q and R are 100 kN, 250 kN and 150 kN, respectively as shown in the figure. GATE CE 2016 Set 1 Engineering Mechanics - Equilibrium of Force Systems Question 6 English The respective values of the magnitude (in kN) and the direction (with respect to the x-axis) of the resultant vector are
A
290.9 and 96.0°
B
368.1 and 94.7°
C
330.4 and 118.9°
D
400.1 and 113.5°
4
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+2
-0.6
A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided roller supports, respectively. A force P acts at C as shown. Let RAh and RBh be the horizontal reactions at supports A and B, respectively, and RAv be the vertical reaction at support A. Self- weight of the member may be ignored. GATE CE 2016 Set 1 Engineering Mechanics - Equilibrium of Force Systems Question 5 English Which one of the following sets gives the correct magnitudes of RAv, RBh and RAh ?
A
RAv = 0; RBh = $$\frac1{3} P;$$ and RAh = $$\frac2{3} P;$$
B
RAv = 0; RBh = $$\frac2{3} P;$$ and RAh = $$\frac1{3} P;$$
C
RAv = 0; RBh = $$\frac3{8} P;$$ and RAh = $$\frac{1.5}{8} P;$$
D
RAv = 0; RBh = $$\frac{1.5}{8} P;$$ and RAh = $$\frac{1.5}{8} P;$$
GATE CE Subjects
Engineering Mechanics
Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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 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
Fluid Mechanics and Hydraulic Machines
Fluid Pressure and Measurement Fluid Dynamics Boundary Layer Theory Drag and Lift Flow Through Pipes Open Channel Flow Hydraulic Machines Properties of Fluids Fluid Statics
Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing
Irrigation
Water Requirement of Crops Gravity Dams and Spillways
Geomatics Engineering Or Surveying
Levelling Traversing Theodolites and Plane Table Surveying Measurement of Area, Volume and Theory of Errors and Survey Adjustment Field Astronomy and Photogrammetric Surveying Basics of GIS, GPS and Remote Sensing Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Environmental Engineering
Sources and Coveyances Water Quality Control of Water Treatment of Water Water Demand Waste Water Characteristics Treatment of Sewage Disposal of Sewage Effluent Solid Waste Management Air Pollution Noise Pollution
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design Traffic Engineering Highway Materials Pavement Design Railway, Runway and Taxiway 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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