Steel Design (GPSC Civil PYQs) Online Test 1 (Free)

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Steel Design (GPSC Civil PYQs) Online Test 1 (Free)

-: 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)

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

(ટેસ્ટ સબમિટ કરવાનો ઓપ્શન માત્ર છેલ્લા પ્રશ્ન ઉપર હશે)

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

(ટેસ્ટ પૂરી થયા પછી રેટિંગ & રિવ્યુ આપવાનું ભુલશો નહીં)

 

"BEST OF LUCK"

[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: Steel Design (GPSC Civil PYQs)

The difference between gross diameter and nominal diameter for rivets upto 25mm diameter is

2 / 10

Category: Steel Design (GPSC Civil PYQs)

If the effective length of a prismatic compression member is 0.8 L, then the support conditions should be (Note: L is the unsupported length)

3 / 10

Category: Steel Design (GPSC Civil PYQs)

Which of the following criteria is not considered under Limit State of Serviceability?

4 / 10

Category: Steel Design (GPSC Civil PYQs)

Where the fillet weld is applied to the rounded toe of a rolled section, the specified size of the weld should generally not exceed

5 / 10

Category: Steel Design (GPSC Civil PYQs)

What is the value of Maximum effective slenderness ratio (KL/r) for a member carrying compression loads resulting from dead loads and imposed loads only?

6 / 10

Category: Steel Design (GPSC Civil PYQs)

Maximum size of a fillet weld for a plate of square edge is

7 / 10

Category: Steel Design (GPSC Civil PYQs)

Which of the following statements are correct for Double Angle Struts?

(i) Two angles on the opposite side of the gusset plate will be economical than the two angles on the same side of the gusset plate, keeping same legs connected with gusset plate in both the cases.

(ii) Two unequal angles with the shorter leg connected to the gusset plate provides economical solution compared to the same angles with the longer leg connected to the gusset plate.

(iii) For strut having equal angles, Star angles give economical solution compared to other configurations.

8 / 10

Category: Steel Design (GPSC Civil PYQs)

For economical consideration a compound column section shall have

9 / 10

Category: Steel Design (GPSC Civil PYQs)

In nomenclature steel reinforcement of Fe500 D, the letter ‘D’stands for

10 / 10

Category: Steel Design (GPSC Civil PYQs)

The hole diameter in base plates shall not exceed the anchor bolt diameter by more than

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