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1
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
$$M$$-$$\theta $$ relationship for a simply supported beam shown below is given by GATE CE 1996 Structural Analysis - Moment Distribution Method Question 12 English
A
$${{ML} \over {EI}} = 2\theta $$
B
$${{ML} \over {EI}} = 3\theta $$
C
$${{ML} \over {EI}} = 4\theta $$
D
$${{ML} \over {EI}} = 6\theta $$
2
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
Rotational stiffness-coefficient, $${K_{11}}$$ for the frame having two members of equal $$EI/L$$ is given by. GATE CE 1996 Structural Analysis - Moment Distribution Method Question 11 English
A
$${{5EI} \over \ell }$$
B
$${{6EI} \over \ell }$$
C
$${{7EI} \over \ell }$$
D
$${{8EI} \over \ell }$$
3
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
Bending moments at joint $$b$$ and $$C$$ of the portal frame are respectively, GATE CE 1996 Structural Analysis - Moment Distribution Method Question 10 English
A
$$ + {{PL} \over 2}, - {{PL} \over 2}$$
B
$$ + {{PL} \over 2}, + {{PL} \over 2}$$
C
$$ + {{PL} \over 4}, - {{PL} \over 4}$$
D
$$ + {{PL} \over 4}, + {{PL} \over 4}$$
4
GATE CE 1995
MCQ (Single Correct Answer)
+2
-0.6
The magnitude of the bending Moment at the fixed support of the beam is equal to GATE CE 1995 Structural Analysis - Moment Distribution Method Question 13 English
A
$$P.$$ $$a$$
B
$$P.$$ $$a/2$$
C
$$P.$$ $$b$$
D
$$P.$$ $$(a+b)$$
PREVIOUS
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
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
Materials and Specifications Tension Members Riveted Joints and Bolted Joints Welded Connections Eccentric Connections Compression Members Beams Plate Girder
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
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CBSE
Class 12