1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
The moisture holding capacity of the soil in a 100 hectare farm is 18cm/m. the field is to
be irrigated when 50 percent of the available moisture in the root zone is depleted. The
irrigation water is to be supplied by a pump working for 10hours a day, and water
application efficiency is 75%. Details of crops planned for cultivation are as follows:
The capacity of irrigation system required to irrigate crop X in 36 hectares is
Crop | Root zone depth (m) | Peak rate of moisture use(mm/day) |
---|---|---|
X | 1.0 | 5.0 |
Y | 0.8 | 4.0 |
2
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
A doubly reinforced rectangular concrete beam has a width of $$300$$ $$mm$$ and an effective depth of $$500$$ $$mm.$$ the beam is reinforced with $$2200\,m{m^2}$$ of steel in tension and $$628\,m{m^2}$$ of steel in compression. The effective cover for compression steel is $$50$$ $$mm$$. Assume that both tension and compression steel yield. The grades of concrete and steel used are $$M20$$ and $$Fe250$$ respectively. The stress lock parameters (rounded off to first two decimal places) for concrete shall be as per IS $$456:200.$$
The moment of resistance of the section is
3
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
A doubly reinforced rectangular concrete beam has a width of $$300$$ $$mm$$ and an effective depth of $$500$$ $$mm.$$ the beam is reinforced with $$2200\,m{m^2}$$ of steel in tension and $$628\,m{m^2}$$ of steel in compression. The effective cover for compression steel is $$50$$ $$mm$$. Assume that both tension and compression steel yield. The grades of concrete and steel used are $$M20$$ and $$Fe250$$ respectively. The stress lock parameters (rounded off to first two decimal places) for concrete shall be as per IS $$456:200.$$
The depth of neutral axis is
4
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
Two plates, subjected to direct tension, each of $$10$$ $$mm$$ thickness and having widths of $$100$$ $$mm$$ and $$175$$ $$mm,$$ respectively are to be fillet welded with an overlap of $$200$$ $$mm.$$ Given that the permissible weld stress is $$110$$ $$MPa$$ and the permissible stress in steel is $$150$$ $$MPa,$$ then length of the weld required using the maximum permissible weld size as per $$IS:$$ $$800$$ -$$1984$$ is
Paper analysis
Total Questions
Engineering Mathematics
10
Environmental Engineering
2
Irrigation
2
Reinforced Cement Concrete
2
Steel Structures
2
Strength of Materials Or Solid Mechanics
8
Structural Analysis
2
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