SSC JE Civil Engineering 2011
For the following questions answer them individually
SSC JE Civil Engineering 2011 - Question 141
In limit state of collapse against flexure, the maximum strain in tension reinforcement at failure shall not be less than
SSC JE Civil Engineering 2011 - Question 142
Aslab is designed as a two-wayslab if the ratio of long span to short span is greater than
SSC JE Civil Engineering 2011 - Question 143
According to IS 456: 2000, the maximum depth of stress block for balanced section of beam of effective depth d using steel with $$f_{y}$$ = 250, is given by
SSC JE Civil Engineering 2011 - Question 144
If $$\phi$$ is the diameter of a bar in tension, a standard hook is equivalent to the anchorage value of straight length given by
SSC JE Civil Engineering 2011 - Question 145
. The HYSD reinforcement in RC slab shall not be less than
SSC JE Civil Engineering 2011 - Question 146
The maximum allowable slenderness ratio for axially loaded membercarrying tension only is
SSC JE Civil Engineering 2011 - Question 148
Theeffective slendernessratio of laced columns, compared to actual maximum slendernesgsratio shall be considered as
SSC JE Civil Engineering 2011 - Question 149
According to Unwin’s formula, the relation between diameter of rivet hole (d) in mm, and thickness of plate (t) in mm is given by
SSC JE Civil Engineering 2011 - Question 150
The lacing bars in steel columns should be designedto resist
