# Civil Engineering - Steel Structure Design

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

31.

The area Ap of cover plates in one flange of a built up beam, is given by

 A. B. C. D. E. none of these.

Explanation:

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32.

The average shear stress for rolled steel beam section, is

 A. 845 kg/cm2 B. 945 kg/cm2 C. 1025 kg/cm2 D. 1500 kg/cm2 E. 1875 kg/cm2

Explanation:

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33.

For a rectangular section, the ratio of the maximum and average shear stresses, is

 A. 1.5 B. 2 C. 2.5 D. 3 E. 4

Explanation:

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34.

To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to , the ratio of the moment M to the axial load P should be

 A. B. C. D. E.

Explanation:

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35.

The cross-section of a standard fillet is a triangle whose base angles are

 A. 45° and 45° B. 30° and 60° C. 40° and 50° D. 20° and 70°