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Steel Structure Design - Section 1 (6)

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Steel Structure Design - Section 1

This is a designing field and there are many MCQs available to
solve which are based on this field.

41. 

A fillet weld may be termed as

A. mitre weld
B. concave weld
C. convex weld
D. all the above.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

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42. 

According to IS : 800 - 71, the minimum thickness of a vertically stiffened web plate, shall not be less than

A. 106-14-168-1
B. 106-14-168-2
C. 106-14-168-3
D. 106-14-168-4
E. none of these.

Answer: Option D

Explanation:

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43. 

A beam is defined as a structural member subjected to

A. axial loading
B. transverse loading
C. axial and transverse loading
D. none of these.

Answer: Option B

Explanation:

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44. 

The critical stress on a column for elastic buckling given by Euler's formula, is

A. 96-14-57-1
B. 96-14-57-2
C. 96-14-57-3
D. 96-14-57-4

Answer: Option A

Explanation:

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45. 

In plastic analysis, the shape factor for circular sections, is

A. 1.5
B. 1.6
C. 1.697
D. none of these.

Answer: Option C

Explanation:

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46. 

If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is

A. 6
B. 8
C. 10
D. 12
E. 15

Answer: Option B

Explanation:

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47. 

The method of design of steel framework for greatest rigidity and economy in weight, is known as

A. simply design
B. semi-rigid design
C. fully rigid design
D. none of these.

Answer: Option C

Explanation:

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48. 

For determination of allowable stress in axial compression, Indian Standard Institution has adopted

A. Euler's formula
B. Rankine formula
C. Engesser formula
D. Secant formula
E. Perry Robertson formula.

Answer: Option D

Explanation:

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