1
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
Assume straight line instead of parabola for stress-strain curve of concrete as given below and partial factor of safety as $$1.0.$$
A rectangular under-reinforced concrete section of $$300$$ $$mm$$ width and $$500$$ $$mm$$ effective depth is reinforced with $$3$$ bars of grade $$Fe$$-$$415,$$ each of $$16$$ $$mm$$ diameter. Concrete mix is $$M20.$$
The depth of the neutral axis from the compression fibre is
2
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
The following two statements are made with reference to a simply supported under - reinforced $$RCC$$ beam:
$${\rm I}.\,\,\,\,\,\,\,\,\,\,\,\,$$ Failure takes place by crushing of concrete before the steel has yielded.
$${\rm II}.\,\,\,\,\,\,\,\,\,\,$$ The neutral axis moves up as the load is increased.
With reference to the above statements, which of the following applies?
GATE CE Subjects
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Engineering Mechanics
General Aptitude
Transportation Engineering
Hydrology
Environmental Engineering
Steel Structures
Engineering Mathematics
Structural Analysis
Geomatics Engineering Or Surveying
Measurement of Area, Volume and Theory of Errors and Survey Adjustment Curves Theodolites and Plane Table Surveying Levelling Traversing Basics of GIS, GPS and Remote Sensing Field Astronomy and Photogrammetric Surveying Linear Measurements and Chain Survey Angular Measurements and Compass Survey Basic Concepts
Reinforced Cement Concrete
Fluid Mechanics and Hydraulic Machines
Construction Material and Management
Strength of Materials Or Solid Mechanics
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