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1
GATE CE 1997
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
$$ W{L^2}/824$$
2
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
For the frame shown in the Fig. the maximum bending moment in the column is, GATE CE 1997 Structural Analysis - Moment Distribution Method Question 10 English
A
Zero
B
$$400$$ $$kN$$-$$m$$
C
$$100$$ $$kN$$-$$m$$
D
$$200$$ $$kN$$-$$m$$
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 11 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 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 12 English
A
$${{5EI} \over \ell }$$
B
$${{6EI} \over \ell }$$
C
$${{7EI} \over \ell }$$
D
$${{8EI} \over \ell }$$
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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
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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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Probability and Statistics Calculus Complex Variable Differential Equations Linear Algebra Numerical Methods Vector Calculus Transform Theory
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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