Free Structural Analysis Test 1

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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‹)

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Your Name

1 / 10

Category: Class 3 Structural Analysis

Deflection produced per unit load is called ____________.

2 / 10

Category: Class 3 Structural Analysis

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

3 / 10

Category: Class 3 Structural Analysis

Euler's theory is applicable for

4 / 10

Category: Class 3 Structural Analysis

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

5 / 10

Category: Class 3 Structural Analysis

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

6 / 10

Category: Class 3 Structural Analysis

The moment distribution method is best suited for

7 / 10

Category: Class 3 Structural Analysis

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

8 / 10

Category: Class 3 Structural Analysis

The slope of bending moment diagram represents,

9 / 10

Category: Class 3 Structural Analysis

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

10 / 10

Category: Class 3 Structural Analysis

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

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