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1
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A steel portal frame has dimensions, plastic moment capacitance and applied loads as shown in the figure. The vertical load is always twice of the horizontal load. The collapse load $$P$$ required for the development of a beam mechanism is GATE CE 2003 Structural Analysis - Plastic Analysis Question 5 English
A
$$3{M_P}/L$$
B
$$4{M_P}/L$$
C
$$6{M_P}/L$$
D
$$8{M_P}/L$$
2
GATE CE 2002
MCQ (Single Correct Answer)
+2
-0.6
A steel beam (with a constant $$EI,$$ and span $$L$$) is fixed at both ends and carries a uniformly distributed load ($$w$$ $$kN/m$$), which is gradually increased till the beam reaches the stage of plastic collapse (refer to the following figure). Assuming $$'B'$$ to be at mid-span, which of the following is true. GATE CE 2002 Structural Analysis - Plastic Analysis Question 7 English
A
Hinges are formed at $$A,B$$ and $$C$$ together
B
Hinges are formed at $$B$$ and then at $$A$$ and $$C$$ together
C
Hinges are formed at $$A$$ and $$C$$ together and then at $$B$$
D
Hinges are formed at $$A$$ and $$C$$ only
3
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
The four cross sections shown below are required to be ordered in the increasing order of their respective shape factors. GATE CE 2000 Structural Analysis - Plastic Analysis Question 9 English
A
$${\rm I}{\rm I}{\rm I},\,\,{\rm I},\,\,{\rm I}V,{\rm I}{\rm I}$$
B
$${\rm I},\,\,{\rm I}{\rm I},\,\,{\rm I}{\rm I}{\rm I},{\rm I}V$$
C
$${\rm I}{\rm I}{\rm I},\,\,{\rm I}V,\,\,{\rm I},\,\,{\rm I}{\rm I}$$
D
$${\rm I}{\rm I}{\rm I},\,\,{\rm I}V,\,\,{\rm I}{\rm I},\,\,{\rm I}$$
4
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of length $$L$$ and a cross section with shape factor $$'f'$$ supports a concentrated load $$P$$ as shown below:

The length $${L_P}$$ of the plastic zone, when the maximum bending moment, equals the plastic moment $${M_P}$$, given by

GATE CE 2000 Structural Analysis - Plastic Analysis Question 8 English
A
$${{{L_P}} \over L} = {1 \over f}$$
B
$${{{L_P}} \over L} = L\left( {1 - f} \right)$$
C
$${{{L_P}} \over L} = 1 - {1 \over {\sqrt f }}$$
D
$${{{L_P}} \over L} = 1 - {1 \over f}$$
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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
Doubly Reinforced Sections Limit State of Collapse Shear Footings Bond Slabs Limit State of Collapse Torsion Limit State of Serviceability Prestressed Concrete Singly Reinforced Sections Workmenship and Fundamentals Flanged Beams Limit State of Collapse Compression
Steel Structures
Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members
Irrigation
Water Requirement of Crops Gravity Dams and Spillways
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
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Joint Entrance Examination
JEE MainJEE AdvancedWB JEEBITSATMHT CETKCETCOMEDKVITEEE
Medical
NEET
Graduate Aptitude Test in Engineering
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