1
GATE CE 2014 Set 1
Numerical
+2
-0
For the cantilever beam of span $$3$$ $$m$$ (shown below), a concentrated load of $$20$$ $$kN$$ applied at the free end causes a vertical displacement of $$2$$ $$mm$$ at a section located at a distance of $$1$$ $$m$$ from the fixed end. If a concentrated vertically downward load of $$10$$ $$kN$$ is applied at the section located at a distance of $$1$$ $$m$$ from the fixed end (with no other load on the beam), the maximum vertical displacement in the same beam (in $$mm$$) is ________
Your input ____
2
GATE CE 2012
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam is subjected to a uniformly distributed load of intensity $$w$$ per unit length. On half of the span from one end. The length of the span and the flexural stiffness are denoted as/and $$EI$$, respectively. The deflection at mid-span of the beam is
3
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity
The deflection of the beam at $$' R '$$ is
4
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity
The deflection and slope of the beam at $$'Q'$$ are respectively
Questions Asked from Deflection of Beams (Marks 2)
Number in Brackets after Paper Indicates No. of Questions
GATE CE 2024 Set 2 (1)
GATE CE 2022 Set 2 (1)
GATE CE 2017 Set 2 (1)
GATE CE 2016 Set 1 (1)
GATE CE 2015 Set 2 (1)
GATE CE 2014 Set 1 (1)
GATE CE 2012 (1)
GATE CE 2010 (2)
GATE CE 2008 (3)
GATE CE 2007 (2)
GATE CE 2006 (1)
GATE CE 2003 (1)
GATE CE 2002 (1)
GATE CE 2001 (1)
GATE CE 2000 (2)
GATE CE 1998 (1)
GATE CE 1997 (1)
GATE CE 1995 (1)
GATE CE 1994 (1)
GATE CE 1993 (1)
GATE CE 1992 (1)
GATE CE 1990 (1)
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Origin of Soils Definitions and Properties of Soils Classification of Soils and Clay Mineralogy Effective Stress and Permeability Seepage Analysis Compaction of Soil Compressibility and Consolidation Shear Strength of Soil Stress Distribution of Soil Retaining Wall and Earth Pressure Stability of Slopes Shallow Foundation Pile Foundation Soil Stabilization
Fluid Mechanics and Hydraulic Machines
Hydrology
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
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude