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Design of Steel Structure

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°
90°
30° to 40°
10° to 30°

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Design of Steel Structure
A butt weld is specified by

size of weld
penetration thickness
effective throat thickness
plate thickness

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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

1.1 L
1.5 L
1.8 L
1.3 L

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

±0.5
± 0.7
0
± 0.2

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 33.3 %
reduced by 33.3%
increased by 25 %
reduced by 25 %

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

all rectangular beams
solid circular beams only
all square cross-section beams
rectangular beams up to 300 mm depth

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