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GATE preparation for Civil Engineering

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

Is this answer truely crt

Edugate525
Shared from Mock Test - 6 (Civil Engg.) on 29 Jan, 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. (Give your answer up to 1 decimal place.)

 
16.64 kN/m
43.64 kN/m
9.95 kN/m
10.1 kN/m
Please type your answer before submitting.
Edugate525
Posted on 29 Jan, 2019 5:29 PM

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

Edugate534
Shared from Mock Test - 2 (Civil Engg.) on 06 Jan, 2019 5:36 PM

A live load 20 kN/m, 6 m long, moves on a simply supported girder AB 12 m long. For maximum bending moment to occur at 4 m from the left end A, where will the head of load be, as measured from A? (answer in SI unit)

 
4 m
6 m
8 m
10 m
Please type your answer before submitting.
Edugate534
Posted on 06 Jan, 2019 5:36 PM

I select 8m and also solution says ans is 8 but my mark is cut....

Edugate528
Shared from Highway Engineering - 4 on 04 Jan, 2019 4:08 PM

It is proposed to widen and strengthen an existing 2-lane NH section as a divided highway. The existing traffic in one direction is 2500 commercial vehicles (CV) per day. The construction will take 1 year. The design CBR of soil subgrade is found to be 5 percent. Given: Traffic growth rate for CV = 8 percent, vehicle damage factor = 3.5 (standard axles per CV), design life = 10 years and traffic distribution factor = 0.75. The cumulative standard axles (msa) computed are

 
35
37
65
70
Please type your answer before submitting.
Edugate528
Posted on 04 Jan, 2019 4:08 PM

Please learn how to calculate dont just set the answers... pls check correct answer is option a(35)...

D.vinod
Shared from Soil Mechanics - 1 on 02 Jan, 2019 10:57 PM

In which one of following conditions is the system, as shown in figure, highly inappropriate?

 
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D.vinod
Posted on 02 Jan, 2019 10:57 PM

Please give explanation