1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
The table below gives values of a function $$f(x)$$ obtained for values of $$x$$ at intervals of $$0.25$$
The value of the integral of the function between the limits $$0$$ to $$1,$$ using Simpson's rule is
2
GATE CE 2009
MCQ (Single Correct Answer)
+2
-0.6
The area under the curve shown between $$x=1$$ and $$x=5$$ is to be evaluated using the trapezoidal rule. The following points on the curve are given
The evaluated area (In m2) will be
3
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
If the interval of integration is divided into two equal intervals of width $$1.0,$$ the value of the definite integral $$\,\,\int\limits_1^3 {\log _e^x\,\,dx\,\,\,\,} $$ using simpson's one $$-$$ third rule will be
4
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
Given $$a>0,$$ we wish to calculate its reciprocal value $${1 \over a}$$ by using Newton - Raphson method for $$f(x)=0.$$ For $$a=7$$ and starting with $${x_0} = 0.2\,\,$$ the first two iterations will be
GATE CE Subjects
Browse all chapters by subject
Structural Analysis
Fluid Mechanics and Hydraulic Machines
Strength of Materials Or Solid Mechanics
Reinforced Cement Concrete
Construction Material and Management
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
General Aptitude
Environmental Engineering
Steel Structures
Hydrology
Transportation Engineering
Engineering Mathematics
Engineering Mechanics
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