1. For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
2. Spans of continuous fillers are considered approximately equal if the longest span does not exceed the shortest span by more than
3. Poisson’s ratio for steel within elastic limit, ranges from
4. A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is
5. The slenderness ratio of a column is zero when its length
6. For a steel grillage footing to support two unequal column loads
7. When a large value of radius of gyration is not required
8. The maximum axial load which is just sufficient to keep a column in a small deflected shape, is called
9. The minimum pitch of rivet holes of diameter d should not be less than
10. The most commonly used sections in lateral system to carry shear force in built up columns, are
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