GATE Civil Engineering Practice paper 2 Questions And Answers

Here you can find GATE Civil Engineering Practice paper 2 Questions and Answers.

Why GATE Civil Engineering Practice paper 2 Questions and Answers Required?

In this GATE Civil Engineering Practice paper 2 Questions and Answers section you can learn and practice GATE Civil Engineering Practice paper 2 Questions and Answers to improve your skills in order to face technical inerview conducted by Organisations. By Practicing these interview questions, you can easily crack any Competitive Exams interview.

Where can I get GATE Civil Engineering Practice paper 2 Questions and Answers?

AllIndiaExams provides you lots GATE Civil Engineering Practice paper 2 Questions and Answers with proper explanation. Fully solved examples with detailed answer description. All students, freshers can download GATE Civil Engineering Questions and Answers as PDF files and eBooks.

How to solve these GATE Civil Engineering Practice paper 2 Questions and Answers?

You no need to worry, we have given lots of GATE Civil Engineering Practice paper 2 Questions and Answers and also we have provided lots of FAQ's to quickly answer the questions in the Competitive Exams interview.

Civil Engineering Practice Paper 2 Questions & Answers

1. There is no value of x that can simultaneously satisfy both the given equations.Therefore, find the ‘least squares error’ solution to the two equations, i.e., find the value of x that minimizes the sum of squares of the errors in the two equations. __________ 2x = 3 4x = 1

Civil Engineering Practice Paper 2 Questions & Answers

2. What is the minimum number of multiplications involved in computing the matrix product PQR? Matrix P has 4 rows and 2 columns, matrix Q has 2 rows and 4 columns, and matrix R has 4 rows and 1 column. __________

Civil Engineering Practice Paper 2 Questions & Answers

3. A 1-h rainfall of 10 cm magnitude at a station has a return period of 50 years. The probability that a 1-h rainfall of magnitude 10 cm or more will occur in each of two successive years is:

Civil Engineering Practice Paper 2 Questions & Answers

4. Maximum possible value of Compacting Factor for fresh (green) concrete is:

Civil Engineering Practice Paper 2 Questions & Answers

5. As per IS 800:2007, the cross-section in which the extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as

Civil Engineering Practice Paper 2 Questions & Answers

6. The creep strains are

Civil Engineering Practice Paper 2 Questions & Answers

7. As per IS 456:2000 for M20 grade concrete and plain barsin tension the design bond stress tbd = 1.2 MPa.Further, IS 456:2000 permits this design bond stress value to be increased by 60 % for HSD bars. The stress in theHSDreinforcing steel barsin tension, σs = 360 MPa. Find the required development length, Ld, for HSD barsin terms of the bar diameter, φ. __________

Civil Engineering Practice Paper 2 Questions & Answers

8. The ‘plane section remains plane’ assumption in bending theory implies:

Civil Engineering Practice Paper 2 Questions & Answers

9. Two steel columns P (length L and yield strength fy = 250 MPa) and Q (length 2L and yield strength fy = 500 MPa) have the same cross-sections and end-conditions. The ratio of buckling load of column P to that of column Q is:

Civil Engineering Practice Paper 2 Questions & Answers

11. A symmetric I-section (with width of each flange = 50 mm, thickness of each flange = 10 mm, depth of web = 100 mm, and thickness of web = 10 mm) of steel is subjected to a shear force of 100 kN. Find the magnitude of the shear stress(in N/mm2) in the web at its junction with the top flange. __________