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GATE preparation for Civil Engineering

(152 Posts)

This thread is dedicated to preparation for Civil Engineering - CE section of GATE. You may share questions related to topics like Steel Structures, Concrete Structures, Soil Mechanics, Surveying, Highway Engineering, Structural Analysis, Environmental Engineering, Irrigation, Structural Engineering, Fluid Mechanics and Hydraulics etc.

Question should not exceed 100 characters.Use add options for multiple choice questions and "Uploadimage/Add related data" for passage text papers.
Question should be at least 10 characters long.
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Ashish
Shared from Fluid Mechanics and Hydraulics - 1 on Oct 05, 2020 11:10 AM

The velocity in m/s at a point in a two-dimensional flow is given as = 2y+ 3x. The equation of the streamline passing through the point is

 
xy = 6
2x + 3y = 0
3dx + 2dy = 0
3dx - 2dy = 0
Please type your answer before submitting.

The streamline equation is: vdx-udy=0 as per this equation no option matched. KINDLY RECHECK.

Ashish Kumar Gupta
Shared from Fluid Mechanics and Hydraulics - 5 on May 18, 2020 6:42 PM

A stream function is given by:

= 2x2y + (x + 1)y2

The flow rate across a line joining points A(3, 0) and B(0, 2) is

 
0.4 unit
1.1 unit
4 units
5 units
Please type your answer before submitting.

Please provide solution

Sanjay Bhat
Shared from Mock Test - 1 (Civil Engg.) on Jan 29, 2020 11:15 AM

The correct ratio of the diameter of a circular sewer to the side of a hydraulically equivalent square section of a sewer is

 
1
1.095
0.913
0.925
Please type your answer before submitting.

You can use Manning's formula either, if you get the correct answer.

D.vinod
Shared from Mock Test - 6 (Civil Engg.) on Feb 08, 2019 8:47 PM

Which one of the following conditions is taken to fulfill the permeability condition in the design of filter material for subsurface drainage in roads?

 
Please type your answer before submitting.

Is this answer truely crt

Edugate525
Shared from Mock Test - 6 (Civil Engg.) on Jan 29, 2019 5:29 PM

An RC slab 130 mm thick is reinforced with 10 mm bars at 100 mm c/c. Also, cover to centre of bars is 20 mm and M20 concrete and Fe 500 steel are used. Calculate the safe u.d.l. (in kN/m) excluding self weight, which the slab can carry on an effective simply supported span of 3.5 m. (Answer up to two decimal places)

 
16.64 kN/m
43.64 kN/m
9.95 kN/m
10.1 kN/m
Please type your answer before submitting.

How can u solve this example of slab by method of beam .