# Civil Engineering - Steel Structure Design

## Why Civil Engineering Steel Structure Design?

In this section you can learn and practice Civil Engineering Questions based on "Steel Structure Design" and improve your skills in order to face the interview, competitive examination and various entrance test (CAT, GATE, GRE, MAT, Bank Exam, Railway Exam etc.) with full confidence.

## Where can I get Civil Engineering Steel Structure Design questions and answers with explanation?

IndiaBIX provides you lots of fully solved Civil Engineering (Steel Structure Design) questions and answers with Explanation. Solved examples with detailed answer description, explanation are given and it would be easy to understand. All students, freshers can download Civil Engineering Steel Structure Design quiz questions with answers as PDF files and eBooks.

## Where can I get Civil Engineering Steel Structure Design Interview Questions and Answers (objective type, multiple choice)?

Here you can find objective type Civil Engineering Steel Structure Design questions and answers for interview and entrance examination. Multiple choice and true or false type questions are also provided.

## How to solve Civil Engineering Steel Structure Design problems?

You can easily solve all kind of Civil Engineering questions based on Steel Structure Design by practicing the objective type exercises given below, also get shortcut methods to solve Civil Engineering Steel Structure Design problems.

### Exercise :: Steel Structure Design - Section 1

1.

The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is

 A. L B. 0.67 L C. 0.85 L D. 1.5 L E. 2 L

Explanation:

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

2.

The ratio of shearing stress to shearing strain within elastic limit, is known as

 A. modulus of elasticity B. shear modulus of elasticity C. bulk modulus of elasticity D. tangent modulus of elasticity E. all the above.

Explanation:

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3.

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.

Explanation:

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

4.

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.

Explanation:

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5.

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