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SSC_JE_CE_Steel Design Booster Quiz-5

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Question 1

A beam column for non-sway column in a building frame is subjected to a factored axial load of 40 kN, factored moment at bottom of column of 35kNm. For ISHB 200, the values are A = 4750 mm², y_y = 45.1, h = 200 mm, b = 200 mm, b_f = 9 mm and the effective length is 0.7 L. Its buckling load will be

Question 2

A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b then what is the net effective area of the angle?

Question 3

When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding

Question 4

The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is up to a height of

Question 5

According to I.S. : 800 – 1871, lacing bars resist transverse shear equal to___________.

Question 6

When a tension member consists of two channel sections the allowance for rivet hole is made for two holes from

Question 7

The minimum thickness of the plates used in pressed steel tanks is

Question 8

The actual thickness of a butt weld, when compared with the thickness of the plate, is?

Question 9

The diameter of the column head support a flat slab, is generally kept _______.

Question 10

The distance measured along one rivet line from the center of a rivet to the center of adjoining rivet on an adjacent parallel rivet line is called _________

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