Free Structural Analysis Test 1

Report a question

You cannot submit an empty report. Please add some details.
0 votes, 0 avg
75

Free Structural Analysis Test 1

-: Symbols & Description :-

(เชจเชฟเชถเชพเชจเซ€เช“ เช…เชจเซ‡ เชคเซ‡เชจเซเช‚ เชตเชฐเซเชฃเชจ)

 

-: Instructions :-

(เชธเซ‚เชšเชจเชพเช“)

 

1. Click On Full Screen Mode (ยค) From Corner For Best Test Experience

(เชฌเซ‡เชธเซเชŸ เชŸเซ‡เชธเซเชŸ เช…เชจเซเชญเชต เชฎเชพเชŸเซ‡ เช–เซ‚เชฃเชพเชฎเชพเช‚ เช†เชชเซ‡เชฒ เชซเซ‚เชฒ เชธเซเช•เซเชฐเซ€เชจ เชฎเซ‹เชก (ยค) เช‰เชชเชฐ เช•เซเชฒเชฟเช• เช•เชฐเซ‹)

2. Use Navigation Bar For Jumping Forward or Backward To Any Question

(เช•เซ‹เชˆ เชชเชฃ เชชเซเชฐเชถเซเชจ เช‰เชชเชฐ เชœเชตเชพ เชฎเชพเชŸเซ‡ เชจเซ‡เชตเชฟเช—เซ‡เชถเชจ เชฌเชพเชฐเชจเซ‹ เช‰เชชเชฏเซ‹เช— เช•เชฐเชตเซ‹)

3. Submit Test Button Will Be Only Visible At The Last Question

(เชŸเซ‡เชธเซเชŸ เชธเชฌเชฎเชฟเชŸ เช•เชฐเชตเชพเชจเซ‹ เช“เชชเซเชถเชจ เชฎเชพเชคเซเชฐ เช›เซ‡เชฒเซเชฒเชพ เชชเซเชฐเชถเซเชจ เช‰เชชเชฐ เชนเชถเซ‡)

4. Don't Forget To Give Your Rating & Review At The End Of Test

(เชŸเซ‡เชธเซเชŸ เชชเซ‚เชฐเซ€ เชฅเชฏเชพ เชชเช›เซ€ เชฐเซ‡เชŸเชฟเช‚เช— & เชฐเชฟเชตเซเชฏเซ เช†เชชเชตเชพเชจเซเช‚ เชญเซเชฒเชถเซ‹ เชจเชนเซ€เช‚)

 

"BEST OF LUCK"

[Click On Full Screen Mode (ยค) From Corner For Best Test Experience]

(เชฌเซ‡เชธเซเชŸ เชŸเซ‡เชธเซเชŸ เช…เชจเซเชญเชต เชฎเชพเชŸเซ‡ เช–เซ‚เชฃเชพเชฎเชพเช‚ เช†เชชเซ‡เชฒ เชซเซ‚เชฒ เชธเซเช•เซเชฐเซ€เชจ เชฎเซ‹เชก (ยค) เช‰เชชเชฐ เช•เซเชฒเชฟเช• เช•เชฐเซ‹)

---------------

Your Name

1 / 10

Category: Class 3 Structural Analysis

The product of Modulus of Elasticity (E) and Moment of Inertia (I) is called as

2 / 10

Category: Class 3 Structural Analysis

When one end fixed and other free is the effective length of the column is ____.

3 / 10

Category: Class 3 Structural Analysis

The slope of bending moment diagram represents,

4 / 10

Category: Class 3 Structural Analysis

The sum of Distribution factor at any intermediate joint is always ___.

5 / 10

Category: Class 3 Structural Analysis

If the far end of the beam is simple then Carry over factor isโ€ฆ

6 / 10

Category: Class 3 Structural Analysis

Total water pressure (P) acts horizontally at height ________ from the base of dam

7 / 10

Category: Class 3 Structural Analysis

Deflection produced per unit load is called ____________.

8 / 10

Category: Class 3 Structural Analysis

For the validity of principle of superposition, materials should behave in which manner?

9 / 10

Category: Class 3 Structural Analysis

The moment distribution method is best suited for

10 / 10

Category: Class 3 Structural Analysis

Euler's theory is applicable for

Your score is

The average score is 49%

0%

"Rate This Test"

"Thank You"

Leaderboard :


Pos.NameScoreDuration
1Sanjay sekh100 %24 seconds
2D100 %1 minutes 7 seconds
3Bsbdbd100 %1 minutes 39 seconds
4Parikshit90 %42 seconds
5H G90 %47 seconds
6Khanya mayur90 %1 minutes 50 seconds
7Gaurav Prajapati90 %3 minutes 19 seconds
8H P80 %24 seconds
9180 %55 seconds
10Jay Vaghela80 %1 minutes 12 seconds
11JAY KATARMAL80 %2 minutes 3 seconds
12D80 %2 minutes 57 seconds
13Gaurav Prajapati80 %3 minutes 12 seconds
14MrH70 %1 minutes 34 seconds
15Palanpur Banaskantha70 %1 minutes 41 seconds
16O70 %1 minutes 58 seconds
17HB70 %2 minutes 38 seconds
18X70 %3 minutes 11 seconds
19Ab70 %3 minutes 31 seconds
20H70 %4 minutes 7 seconds
21Vimal Prasad60 %19 seconds
22Rajnish60 %20 seconds
23Mahi60 %1 minutes 23 seconds
24Nsnz60 %1 minutes 38 seconds
25Vivek60 %1 minutes 55 seconds
26Np60 %2 minutes 3 seconds
27Fffff60 %2 minutes 31 seconds
28Q60 %2 minutes 39 seconds
29DJ60 %3 minutes 24 seconds
30Raa60 %4 minutes 41 seconds
31M R50 %1 minutes 23 seconds
32Sp50 %1 minutes 27 seconds
33250 %1 minutes 44 seconds
34As50 %1 minutes 50 seconds
35150 %1 minutes 53 seconds
36Vipul chaudhari50 %2 minutes 8 seconds
37Uyh50 %2 minutes 13 seconds
38Sarth50 %2 minutes 16 seconds
39S50 %2 minutes 22 seconds
40H50 %2 minutes 24 seconds
41MKM50 %2 minutes 27 seconds
42Harsh Makwnaa50 %3 minutes 3 seconds
43dj50 %3 minutes 8 seconds
44Manas Patel50 %3 minutes 12 seconds
45Viren Savaliya50 %3 minutes 27 seconds
46Asdf50 %3 minutes 29 seconds
47Divs40 %1 minutes 23 seconds
48Sagarkumar Pranami40 %1 minutes 42 seconds
49Chaudhary Bhavesh40 %1 minutes 45 seconds
50Bbd dbbd40 %1 minutes 46 seconds
51Umbs40 %1 minutes 53 seconds
52Jay40 %1 minutes 59 seconds
53Gaurav Prajapati40 %2 minutes 9 seconds
54Dh40 %2 minutes 14 seconds
55ch40 %2 minutes 20 seconds
56Maaz40 %2 minutes 54 seconds
57Sudeep40 %3 minutes 27 seconds
58Urmila solanki40 %3 minutes 32 seconds
59Bk30 %59 seconds
60Rpk30 %1 minutes 14 seconds
61Bhoya yogeshwari30 %1 minutes 33 seconds
62Nandan Rathod30 %1 minutes 39 seconds
63ew30 %1 minutes 43 seconds
64Jaydipsinh30 %1 minutes 50 seconds
65Fd30 %1 minutes 54 seconds
66H G20 %1 minutes 3 seconds
67Mayur Khanya20 %4 minutes 40 seconds
68PATEL KONARK ASHOKBHAI10 %1 minutes 35 seconds
69310 %2 minutes 4 seconds
70D10 %2 minutes 7 seconds
71Govindmeda10 %3 minutes 49 seconds
72H G0 %0 second
73Guest0 %0 second
74Er. Mr. M. V.0 %0 second
75j0 %4 seconds
76Naran Prajapati0 %23 seconds
77dgbad0 %1 minutes 37 seconds
78DHAVAL0 %2 minutes 39 seconds