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1
GATE CE 2022 Set 2
MCQ (Single Correct Answer)
+1
-0.33

For the square steel beam cross-section shown in the figure, the shape factor about Z - Z axis is S and the plastic moment capacity is Mp. Consider yield stress fy = 250 MPa and a = 100 mm.

GATE CE 2022 Set 2 Structural Analysis - Plastic Analysis Question 2 English

The values of S and Mp (rounded off to one decimal place) are

A
S = 2.0, Mp = 100.2 kN-m
B
S = 1.5, Mp = 58.9 kN-m
C
S = 2.0, Mp = 58.9 kN-m
D
S = 1.5, Mp = 100.2 kN-m
2
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The ultimate collapse load $$(P)$$ in terms of plastic moment $${M_P}$$ by kinematic approach for a propped cantilever of length $$L$$ with $$P$$ acting at its mid-span as shown in the figure, would be GATE CE 2014 Set 1 Structural Analysis - Plastic Analysis Question 28 English
A
$$P = {{2{M_P}} \over L}$$
B
$$P = {{4{M_P}} \over L}$$
C
$$P = {{6{M_P}} \over L}$$
D
$$P = {{8{M_P}} \over L}$$
3
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Match the information given in Group $$-$$ $${\rm I}$$ with those in Group $$-$$ $${\rm II}.$$ GATE CE 2014 Set 1 Structural Analysis - Plastic Analysis Question 29 English
A
$$P - 1;\,\,Q - 2;\,\,R - 3;\,\,S - 4$$
B
$$P - 2;\,\,Q - 1;\,\,R - 4;\,\,S - 3$$
C
$$P - 3;\,\,Q - 4;\,\,R - 2;\,\,S - 1$$
D
$$P - 4;\,\,Q - 3;\,\,R - 2;\,\,S - 1$$
4
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
As per $$IS$$ $$800:2007$$ the cross-section in which the extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as
A
Plastic section
B
Compact section
C
Semi compact section
D
Shear section
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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
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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
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Engineering Mathematics
Complex Variable Numerical Methods Linear Algebra Calculus Probability and Statistics Transform Theory Differential Equations Vector Calculus
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Equilibrium of Force Systems Work Energy Principle and Impulse Momentum Equation
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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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