1
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 __________.
Your input ____
2
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
3
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
Two steel columns $$P$$ (Length $$L$$ and yield strength $${f_y} = 250\,\,MPa)$$ and $$Q$$ (length $$2L$$ and yield strength $${f_y} = 500\,\,MPa$$) have the same cross-sections and end-conditions. The ratio of buckling load of column $$P$$ to that of column $$Q$$ is
A
$$0.5$$
B
$$1.0$$
C
$$2.0$$
D
$$4.0$$
4
GATE CE 2013
MCQ (Single Correct Answer)
+2
-0.6
Beam $$PQRS$$ has internal hinges in span $$PQ$$ and $$RS$$ as shown. The beam may be subjected to a moving distributed vertical load of maximum intensity $$4$$ $$kN/m$$ of any length anywhere on the beam. The maximum absolute value of the shear force (in $$kN$$) that can occur due to this loading just to the right of support $$Q$$ shall be: GATE CE 2013 Structural Analysis - Influence Line Diagram Question 3 English
A
$$30$$
B
$$40$$
C
$$45$$
D
$$55$$
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