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1
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Carry-over factor $${C_{AB}}$$ for the beam shown in the figure below is GATE CE 2006 Structural Analysis - Moment Distribution Method Question 1 English
A
$$1/4$$
B
$$1/2$$
C
$$3/4$$
D
$$1$$
2
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
All members of the frame shown below have the same flexural rigidity $$EI$$ and length $$L.$$ If a moment $$M$$ is applied at joint $$B,$$ the rotation of the joint is GATE CE 2005 Structural Analysis - Moment Distribution Method Question 21 English
A
$${{ML} \over {12EI}}$$
B
$${{ML} \over {11EI}}$$
C
$${{ML} \over {8EI}}$$
D
$${{ML} \over {7EI}}$$
3
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
The plane frame below is analyzed by neglecting axial deformations. Following statements are made with respect to the analysis : GATE CE 2004 Structural Analysis - Moment Distribution Method Question 4 English

$$1.$$$$\,\,\,\,\,\,\,$$ Column $$AB$$ carries axial force only.
$$2.$$$$\,\,\,\,\,\,\,$$ Vertical deflection at the center of beam $$BC$$ is $$1mm.$$

Which of the following applies?

A
Both the statements are true
B
Statements $$1$$ is true but $$2$$ is false
C
Statements $$2$$ is true but $$1$$ is false
D
Both the statements are false
4
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
The stiffness $$K$$ of a beam deflecting in a symmetric mode, as shown in the figure, is _______ GATE CE 2003 Structural Analysis - Moment Distribution Method Question 5 English
A
$${{EI} \over L}$$
B
$${{2EI} \over L}$$
C
$${{4EI} \over L}$$
D
$${{6EI} \over L}$$
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GATE CE Subjects
Engineering Mechanics
Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems
Strength of Materials Or Solid Mechanics
Pure Bending Shear Stress In Beams Simple Stresses Complex Stress Centroid and Moment of Inertia Torsion Shear Force and Bending Moment Deflection of Beams Thin Cylinder Strain Energy Method Columns and Struts Propped Cantilever Beam
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
Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
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
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils
Fluid Mechanics and Hydraulic Machines
Properties of Fluids Fluid Statics
Hydrology
Evaporation and Transpiration Precipitation and Frequency of Rainfall Data
Irrigation
Water Requirement of Crops Gravity Dams and Spillways
Geomatics Engineering Or Surveying
Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Environmental Engineering
Sources and Coveyances Water Water Demand Quality Control of Water
Transportation Engineering
Highway Devolopment and Planning Highway Geometric Design
Engineering Mathematics
Probability and Statistics Calculus Complex Variable Differential Equations Linear Algebra Numerical Methods Vector Calculus Transform Theory
General Aptitude
Numerical Ability Verbal Ability
EXAM MAP
Joint Entrance Examination
JEE MainJEE AdvancedWB JEEBITSATMHT CETKCETCOMEDKVITEEE
Medical
NEET
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
CBSE
Class 12