Q. Rolled steel beams are designated by Indian Standard series and its

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Q. The spans are considered approximately equal if the longest span does not exceed the shortest span by more than

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Q. If the depth of the section of an upper column is smaller than the lower column

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Q. A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed

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Q. The rivets which are heated and then driven in the field, are known

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Q. The strength of a riveted lap joint is equal to its

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Q. The slenderness ratio of a column is zero when its length

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Q. The main advantage of a steel member, is :

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Q. The beams supporting the steps of a stair are generally known as

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Q. For a steel grillage footing to support two unequal column loads

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Q. In case of cantilever fillers, the ratio of the span L to depth d, should not exceed

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Q. Strengths of a rivet in single shearing, in bearing and in tearing are 3425 kg, 4575 kg and 5025 kg respectively. If the load in the member is 35 tonnes, the number of rivets required, is

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Q. In a fillet weld placed on the sides of the base, the metal experiences

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Q. The bending moment for filler joists at the middle of at intermediate span, is

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Q. The Indian standard code which deals with steel structures, is

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Q. When two plates are placed end to end and are joined by two cover plates, the joint is known as

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Q. A compression member consisting of angle sections may be a

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Q. According to IS : 800-1962 the permissible bending stress in steel slab plates, is

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Q. A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is

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Q. 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

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