Please read the instructions carefully
General Instructions:
-
- Total duration of is 160 min.
- The clock will be set at the server. The countdown timer in the top right corner of screen will display the remaining time available for you to complete the examination. When the timer reaches zero, the examination will end by itself. You will not be required to end or submit your examination.
-
The Questions Palette displayed on the right side of screen will show the status of each question using one of the following symbols:
-
You have not visited the question yet.
-
You have not answered the question.
-
You have answered the question.
-
You have NOT answered the question, but have marked the question for review.
-
The question(s) "Answered and Marked for Review" will be considered for evalution.
-
- You can click on the ">" arrow which apperes to the left of question palette to collapse the question palette thereby maximizing the question window. To view the question palette again, you can click on "<" which appears on the right side of question window.
- You can click on your "Profile" image on top right corner of your screen to change the language during the exam for entire question paper. On clicking of Profile image you will get a drop-down to change the question content to the desired language.
-
You can click on
to navigate to the bottom and 
to navigate to top of the question are, without
scrolling.
Navigating to a Question:
-
To answer a question, do the following:
- Click on the question number in the Question Palette at the right of your screen to go to that numbered question directly. Note that using this option does NOT save your answer to the current question.
- Click on Save & Next to save your answer for the current question and then go to the next question.
- Click on Mark for Review & Next to save your answer for the current question, mark it for review, and then go to the next question.
Answering a Question:
-
Procedure for answering a multiple choice type question:
- To select you answer, click on the button of one of the options.
- To deselect your chosen answer, click on the button of the chosen option again or click on the Clear Response button
- To change your chosen answer, click on the button of another option
- To save your answer, you MUST click on the Save & Next button.
- To mark the question for review, click on the Mark for Review & Next button.
- To change your answer to a question that has already been answered, first select that question for answering and then follow the procedure for answering that type of question.
Navigating through sections:
- Sections in this question paper are displayed on the top bar of the screen. Questions in a section can be viewed by click on the section name. The section you are currently viewing is highlighted.
- After click the Save & Next button on the last question for a section, you will automatically be taken to the first question of the next section.
- You can shuffle between sections and questions anything during the examination as per your convenience only during the time stipulated.
- Candidate can view the corresponding section summery as part of the legend that appears in every section above the question palette.
Please note all questions will appear in your default language. This language can be changed for a particular question later on.
From the flexure-critical perspective, the most economical longitudinal profile of the beam to carry the given loads amongst the options given below is
Assume that the rate of oxygen consumption is directly proportional to the amount of degradable organic matter and is expressed as undefined where undefined is the oxygen valent of the organics remaining at time t and undefined is the degradation rate constant. undefined
is the oxygen equivalent of organic matter at the time, t=0.
In the above context, the correct expression is
If U is the strain energy stored in the same bar when subjected to an axial tensile force
undefined
the correct relationship is
When the structure is subjected to a concentrated horizontal load P at the end T, the magnitude of rotation at the support R is
The magnitude of the horizontal component of reaction ( in kN) at S, is
The correct representation of the speed-density relationship of the traffic on this highway is
The ratio of the equivalent horizontal to vertical coefficients of permeability is
The factor of safety of the slope against slip failure is
If the cable tensioned from one end only, the percentage loss (round off to one decimal place) in the cable force due to friction, is________.
Representing the tensile force with the '+' sign and the compressive force in member XW (in kN, round off to the nearest integer), is________________.
As per IS 456:2000, the limiting depth (in mm, round off to the nearest integer) of the neutral axis measured from the extreme compression fiber, is_______________
As per Limit State Design of IS 800:2006, the design capacity (in kN, round off to three decimal places) of the welded connection, is____________.
Considering 2: 1 (vertical to horizontal) method of load distribution and undefined the primary consolidation settlement (in mm, round off to two decimal places) of the clay stratum is__________.
For No sliding condition, the required minimum base width B (in m, round off to two decimal places) is_____________.