Structural Analysis
1
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
The influence line diagram $$(ILD)$$ shown is for the member
2
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Consider the beam $$ABCD$$ and the influence line as shown below. The influence line pertains to
3
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$PQ$$ and $$RS$$ are $$3$$ $$m$$ and $$5$$ $$m$$ respectively. A train of two point loads of $$150$$ $$kN$$ and $$100$$ $$kN$$, $$5$$ $$m$$ apart, crosses this beam from left to right with $$100$$ $$kN$$ load leading.
The maximum hogging moment in the beam anywhere is
4
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$PQ$$ and $$RS$$ are $$3$$ $$m$$ and $$5$$ $$m$$ respectively. A train of two point loads of $$150$$ $$kN$$ and $$100$$ $$kN$$, $$5$$ $$m$$ apart, crosses this beam from left to right with $$100$$ $$kN$$ load leading.
The maximum sagging moment under the $$150$$ $$kN$$ load anywhere is
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude