1
GATE CE 2022 Set 1
MCQ (Single Correct Answer)
+1
-0.33

A semi-circular bar of radius R m, in a vertical plane, is fixed at the end G, as shown in the figure. A horizontal load of magnitude PkN is applied at the end H. The magnitude of the axial force, shear force, and bending moment at point Q for $$\theta$$ = 45$$^\circ$$, respectively, are

GATE CE 2022 Set 1 Structural Analysis - Arches and Cable Question 1 English

A
$${P \over {\sqrt 2 }}$$kN, $${P \over {\sqrt 2 }}$$kN, and $${PR \over {\sqrt 2 }}$$kNm
B
$${P \over {\sqrt 2 }}$$kN, $${P \over {\sqrt 2 }}$$kN, and 0 kNm
C
0 kNm, $${P \over {\sqrt 2 }}$$kN, and $${PR \over {\sqrt 2 }}$$kNm
D
$${P \over {\sqrt 2 }}$$kN, 0 kNm, and $${PR \over {\sqrt 2 }}$$ kNm
2
GATE CE 2017 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The figure shows a two $$-$$hinged parabolic arch of span $$L$$ subjected to a uniformly distributed load of intensity $$q$$ per unit length. GATE CE 2017 Set 1 Structural Analysis - Arches and Cable Question 7 English

The maximum bending moment in the arch is equal to

A
$${{q{L^3}} \over 8}$$
B
$${{q{L^2}} \over {12}}$$
C
Zero
D
$${{q{L^2}} \over {10}}$$

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Structural Analysis
Stability and Static Indeterminacy Energy Principle Methods of Analysis Arches and Cable Slope Deflection Method Matrix Method Truss Indeterminacy Influence Line Diagram Plastic Analysis Moment Distribution Method
Fluid Mechanics and Hydraulic Machines
Drag and Lift Boundary Layer Theory Fluid Dynamics Flow Through Pipes Dimensional Analysis Open Channel Flow Fluid Pressure and Measurement Hydraulic Machines Hydrostatic Forces Properties of Fluids Fluid Statics
Strength of Materials Or Solid Mechanics
Simple Stresses Pure Bending Centroid and Moment of Inertia Shear Stress In Beams Complex Stress Strain Energy Method Thin Cylinder Deflection of Beams Columns and Struts Shear Force and Bending Moment Torsion Propped Cantilever Beam
Reinforced Cement Concrete
Doubly Reinforced Sections Bond Prestressed Concrete Limit State of Collapse Shear Limit State of Collapse Torsion Limit State of Collapse Compression Limit State of Serviceability Flanged Beams Workmenship and Fundamentals Singly Reinforced Sections Footings Slabs
Construction Material and Management
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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
Numerical Ability Logical Reasoning Verbal Ability
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Sources and Coveyances Water Quality Control of Water Treatment of Water Water Demand Waste Water Characteristics Sewage System and Sewer Appurtenances Treatment of Sewage Disposal of Sewage Effluent Solid Waste Management Air Pollution Noise Pollution
Steel Structures
Materials and Specifications Riveted Joints and Bolted Joints Compression Members Beams Plate Girder Welded Connections Tension Members Eccentric Connections
Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing Well Hydraulics and River Gauging
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design Traffic Engineering Highway Materials Pavement Design Railway, Runway and Taxiway Design
Engineering Mathematics
Complex Variable Numerical Methods Linear Algebra Calculus Probability and Statistics Transform Theory Differential Equations Vector Calculus
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
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Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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
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