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1
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 22 English
A
$${{ML} \over {12EI}}$$
B
$${{ML} \over {11EI}}$$
C
$${{ML} \over {8EI}}$$
D
$${{ML} \over {7EI}}$$
2
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 5 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
3
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 6 English
A
$${{EI} \over L}$$
B
$${{2EI} \over L}$$
C
$${{4EI} \over L}$$
D
$${{6EI} \over L}$$
4
GATE CE 2002
MCQ (Single Correct Answer)
+2
-0.6
A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed end is
A
$$ - W{L^2}/8$$
B
$$ W{L^2}/2$$
C
$$ W{L^2}/12$$
D
$$ W{L^2}/824$$
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Construction Material and Management
Critical Path Method Construction Materials Program Evolution Review Technique
Geomatics Engineering Or Surveying
Levelling Traversing Theodolites and Plane Table Surveying Measurement of Area, Volume and Theory of Errors and Survey Adjustment Field Astronomy and Photogrammetric Surveying Basics of GIS, GPS and Remote Sensing Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey
Engineering Mechanics
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Hydrology
Precipitation and Frequency of Rainfall Data Evaporation and Transpiration Infiltration Hydrograph Flood Estimation and Flood Routing
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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
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
Irrigation
Gravity Dams and Spillways Water Requirement of Crops
Environmental Engineering
Sources and Coveyances Water Quality Control of Water Treatment of Water Water Demand Waste Water Characteristics Treatment of Sewage Disposal of Sewage Effluent Solid Waste Management Air Pollution Noise Pollution
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Structural Analysis
Stability and Static Indeterminacy Methods of Analysis Plastic Analysis Moment Distribution Method Indeterminacy Energy Principle Influence Line Diagram Arches and Cable Slope Deflection Method Truss Matrix Method
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