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Free Structural Analysis Test 1

-: Symbols & Description :-

(નિશાનીઓ અને તેનું વર્ણન)

-: Instructions :-

(સૂચનાઓ)

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

(બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો)

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

(કોઈ પણ પ્રશ્ન ઉપર જવા માટે નેવિગેશન બારનો ઉપયોગ કરવો)

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

(બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો)

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Your Name

1 / 10

Category: Class 3 Structural Analysis

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

Linear-elastic

Non-linear-elastic

Non-linear- inelastic

Linear- inelastic

2 / 10

Category: Class 3 Structural Analysis

The moment distribution method is best suited for

Indeterminate pin jointed truss

Rigid frame

Space frames

Composite structure

3 / 10

Category: Class 3 Structural Analysis

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

h/4

h/3

h/2

h/5

4 / 10

Category: Class 3 Structural Analysis

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

L/2

1.5L

5 / 10

Category: Class 3 Structural Analysis

Euler's theory is applicable for

Short column

Any column

Long column

Intermediate column

6 / 10

Category: Class 3 Structural Analysis

Deflection produced per unit load is called ____________.

Flexibility

Stiffness

Rigidity

None of these

7 / 10

Category: Class 3 Structural Analysis

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

0.5

None of these

8 / 10

Category: Class 3 Structural Analysis

If the far end of the beam is simple then Carry over factor is…

1/2

None of these

9 / 10

Category: Class 3 Structural Analysis

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

Polar moment

Flexural Rigidity

Stiffness

Modulus of rigidity

10 / 10

Category: Class 3 Structural Analysis

The slope of bending moment diagram represents,

Maximum bending moment

Shear force

Maximum Shear force

Bending moment

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2	D	100 %	1 minutes 7 seconds
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39	Harsh Makwnaa	50 %	3 minutes 3 seconds
40	dj	50 %	3 minutes 8 seconds
41	Manas Patel	50 %	3 minutes 12 seconds
42	Viren Savaliya	50 %	3 minutes 27 seconds
43	Asdf	50 %	3 minutes 29 seconds
44	Divs	40 %	1 minutes 23 seconds
45	Sagarkumar Pranami	40 %	1 minutes 42 seconds
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47	Umbs	40 %	1 minutes 53 seconds
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49	Gaurav Prajapati	40 %	2 minutes 9 seconds
50	Dh	40 %	2 minutes 14 seconds
51	ch	40 %	2 minutes 20 seconds
52	Maaz	40 %	2 minutes 54 seconds
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65	3	10 %	2 minutes 4 seconds
66	D	10 %	2 minutes 7 seconds
67	Govindmeda	10 %	3 minutes 49 seconds
68	H G	0 %	0 second
69	Er. Mr. M. V.	0 %	0 second
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