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Design of Steel Structure

Design of Steel Structure
Lug angles

increases shear lag.
are used to reduce the length of connection.
All listed here
are unequal angles.

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

35°
30°
26/2°
40°

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
200
150
180

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Design of Steel Structure
The bracing provided in the plane of end posts is called

top lateral bracing
sway bracing
bottom lateral bracing
portal bracing

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Design of Steel Structure
As compared to field rivets, the shop rivets are

stronger
weaker
equally strong
Any of these

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
125 t2/h
175 t2/h
125 t2/h

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