1
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
The ‘'plane section remains plane’' assumption in bending theory implies:
A
Strain profile is linear
B
Stress profile is linear
C
Both strain and stress profiles are linear
D
Shear deformations are neglected
2
GATE CE 2013
Numerical
+1
-0
A symmetric $${\rm I}$$-section (with width of each flange $$=50mm$$, thickness of each flange $$=10mm,$$ depth of web $$=100mm,$$ and thickness of web $$=10mm$$) of steel is subjected to a shear force of $$100$$ $$kN.$$ Find the magnitude of the shear stress (in $$N/m{m^2}$$) in the web at its junction with top flange __________.
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3
GATE CE 2013
Numerical
+1
-0
GATE CE 2013 Structural Analysis - Truss Question 15 English

The pin-jointed $$2$$-$$D$$ truss is loaded with a horizontal force of $$15$$ ݇ܰ at joint S and another $$15$$ ݇ܰ vertical force at joint $$U,$$ as shown.Find the force in member $$RS$$ (in $$kN$$ ݇ܰ) and report your answer taking tension as positive and compression as negative. _____________

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4
GATE CE 2013
Numerical
+2
-0
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load $$P$$ at mid span as shown. GATE CE 2013 Structural Analysis - Plastic Analysis Question 24 English

If load $$P=80$$ $$kN,$$ find the reaction ܴ$$R$$ (in $$kN$$) (correct to $$1$$-decimal place)using elastic analysis ___________

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