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- Question
The force in the member DE of the truss shown in the below figure is,
Options- A. 100.0 kN
- B. zero
- C. 35.5 kN
- D. 25.0 kN
- Correct Answer
- zero
- 1. If duty (D) is 1428 hectares/cumec and base period (B) is 120 days for an irrigated crop, then delta (?) in meters is given by
Options- A. 102.8
- B. 0.73
- C. 1.38
- D. 0.01 Discuss
- 2. Effective length of a rafter member between two nodes at a distance L, perpendicular to the plane of the truss, is : .
Options- A. 2.00 L
- B. 0.85
- C. 1.50
- D. 1.00 L Discuss
- 3. The group efficiency of a pile group
Options- A. will be always less than 100%.
- B. will be always greater than 100%.
- C. may be less than 100% or more than 100%.
- D. will be more than 100% for pile groups in cohensionless soils and less than 100% for those in cohesive soils. Discuss
- 4. A wastewater sample contains 10-5.6 mmol/l of OH ions at 25° C. The pH of this sample is
Options- A. 8.6
- B. 8.4
- C. 5.6
- D. 5.4 Discuss
- 5. The relation that must hold for the flow to be irrotational is
Options- A.
- B.
- C.
- D.
Discuss
- 6. A pile of 0.50 m diameter and of length 10 m is embedded in a deposit of clay. The un-drained strength parameters of the clay are cohesion = 60 kN/m2 and the angle in internal friction = 0. The skin friction capacity (kN) of the pile for an adhesion factor of 0.6, is
Options- A. 671
- B. 565
- C. 283
- D. 106 Discuss
- 7. Two primary air pollutants are
Options- A. sulphur oxide and ozone
- B. nitrogen oxide and peroxyacetylnitrate
- C. sulphur oxide and hydrocarbon
- D. ozone and peroxyacetynitrate Discuss
- 8. Muskingum method for routing of flood
Options- A. is used for routing floods through reservoirs
- B. is a method of routing that uses continuity the momentum equations
- C. is a hydrologic method of routing floods through streams
- D. is one in which only energy equation is used Discuss
- 9. In a section, shear centre is a point through which, if the resultant load passes, the section will not be subjected to any
Options- A. Bending
- B. Tension
- C. Compression
- D. Torsion Discuss
- 10. The total active thrust on a vertical wall 3m high retaining a horizontal sand backfill (unit weight ?t = 20 kN/m3, angle of shearing resistance ?' = 30°) when the water table is at the bottom of the wall, will be:
Options- A. 30 kN/m
- B. 35 kN/m
- C. 4 kN/m
- D. 45 kN/m Discuss
GATE Exam Questions problems
Search Results
Correct Answer: 0.73
Correct Answer: 0.85
Correct Answer: will be more than 100% for pile groups in cohensionless soils and less than 100% for those in cohesive soils.
Correct Answer: 5.4
Correct Answer:
Correct Answer: 565
Correct Answer: sulphur oxide and hydrocarbon
Correct Answer: is a method of routing that uses continuity the momentum equations
Correct Answer: Torsion
Correct Answer: 30 kN/m
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