1
GATE CE 2014 Set 1
Numerical
+2
-0
While designing, for a steel column of $$Fe250$$ grade, a base plate resting on a concrete pedestal of $$M20$$ grade, the bearing strength of concrete (in $$N/m{m^2}$$) in limit state method of design as per $$IS:$$ $$456-2000$$ is ___________
Your input ____
2
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
An $$RC$$ square footing of side length $$2$$ $$m$$ and uniform effective depth $$200$$ $$mm$$ is provided for a $$300$$ $$mm \times 300\,mm$$ column. The line of action of the vertical compressive load passes through the centroid of the footing as well as of the column. If the magnitude of the load is $$320$$ $$kN,$$ the nominal transverse (one way) shear stress in the footing is
A
$$0.26\,\,N/m{m^2}$$
B
$$0.30\,\,N/m{m^2}$$
C
$$0.34\,\,N/m{m^2}$$
D
$$0.75\,\,N/m{m^2}$$
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Fluid Mechanics and Hydraulic Machines
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