# Civil Engineering - Steel Structure Design

### Exercise :: Steel Structure Design - Section 3

46.

A fillet weld whose axis is parallel to the direction of the applied load, is known as

 A. diagonal filler weld B. end fillet weld C. side fillet weld D. all the above.

Explanation:

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47.

Assuming the values of maximum deviation ΔP and ΔE to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is

 A. 1.00 B. 0.67 C. 1.67 D. 2.67 E. none of these.

Explanation:

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48.

In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as

 A. overall depth B. clear depth C. effective depth D. none of these.

Explanation:

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49.

Rolled steel angle sections are classified as

 A. equal angles B. unequal angles C. bulb angles D. all the above.

Explanation:

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50.

Factor of safety is the ratio of

 A. yield stress to working stress B. tensile stress to working stress C. compressive stress to working stress D. bearing stress to working stress E. bearing stress to yield stress.