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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.33
2.01
2.34

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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)

0.65 Awfy
0.75 Awfy
0.85 Awfy
0.55 Awfy

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
30°
40°
26/2°

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.1 L
1.3 L
1.5 L

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

paV”2
pa V
p a (1/V)
paV2

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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

40° to 70°
30° to 40°
90°
10° to 30°

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