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1
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
Consider a bar of diameter $$'D'$$ embedded in a large concrete block as shown in the adjoining figure, with a pull out force $$P$$ being applied. Let $${\sigma _b}$$ and $${\sigma _{st}},$$ be the bond strength (between the bar and concrete) and the tensile strength of the bar, respectively. If the block is held in position and it is assumed that the material of the block does not fail, which of the following options represents the maximum value of $$P?$$ GATE CE 2011 Reinforced Cement Concrete - Bond Question 2 English
A
Maximum of $$\left( {{\pi \over 4}{D^2}{\sigma _b}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{st}}} \right)$$
B
Maximum of $$\left( {{\pi \over 4}{D^2}\,{\sigma _{st}}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{b}}} \right)$$
C
Maximum of $$\left( {{\pi \over 4}{D^2}\,{\sigma _{st}}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{b}}} \right)$$
D
Maximum of $$\left( {{\pi \over 4}{D^2}{\sigma _b}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{st}}} \right)$$
2
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
Consider the following two statements related to reinforced concrete design, and identify whether they are TRUE/FALSE:

$${\rm I}.$$ Curtailment of bars in the flexural tension zone in beams reduces the shear strength at the cut-off locations
$${\rm II}.$$ When a rectangular column section is subject to biaxially eccentric compression, the neutral axis will be parallel to the resultant axis of bending.

A
Both statements $${\rm I}$$ and $${\rm II}$$ are TRUE.
B
Statement $${\rm I}$$ is TRUE, and $${\rm II}$$ is FALSE
C
Statement $${\rm I}$$ is FALSE, and statement $${\rm II}$$ is TRUE
D
Both Statements $${\rm I}$$ and $${\rm II}$$ are FALSE
GATE CE Subjects
Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
Geomatics Engineering Or Surveying
Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Engineering Mechanics
Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
Hydrology
Evaporation and Transpiration Precipitation and Frequency of Rainfall Data
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design
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
Reinforced Cement Concrete
Singly Reinforced Sections Workmenship and Fundamentals Doubly Reinforced Sections Flanged Beams Limit State of Collapse Shear Limit State of Collapse Torsion Limit State of Collapse Compression Footings Bond Limit State of Serviceability Prestressed Concrete Slabs
Steel Structures
Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Environmental Engineering
Sources and Coveyances Water Water Demand Quality Control of Water
Engineering Mathematics
Probability and Statistics Differential Equations Transform Theory Calculus Complex Variable Linear Algebra Vector Calculus Numerical Methods
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
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils
Fluid Mechanics and Hydraulic Machines
Properties of Fluids Fluid Statics
General Aptitude
Verbal Ability Numerical Ability
EXAM MAP
Joint Entrance Examination
JEE MainJEE AdvancedWB JEEBITSATMHT CETKCETCOMEDKVITEEE
Medical
NEET
Graduate Aptitude Test in Engineering
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CBSE
Class 12