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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

10° to 30°
30° to 40°
40° to 70°
90°

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
600 mm
1000 mm
500 mm

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

shear buckling of web plate
All of these
compression buckling of web plate
yielding

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

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

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and plastic moment conditions
equilibrium and mechanism conditions
mechanism and plastic moment conditions
equilibrium condition only

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

4t
6t
3t
8t

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