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Design of Steel Structure

Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

60mm
100mm
40mm
80mm

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
40° to 70°
30° to 40°

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

black bolt
turned and fitted bolt
high strength bolt
ordinary unfinished bolt

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.75 Awfy
0.55 Awfy
0.65 Awfy
0.85 Awfy

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted between two parts of the lacing
permitted at start and end of lacing system only
not prohibited

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

p a (1/V)
paV2
pa V
paV”2

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