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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

None of these
degree of permeability of roof
both (a) and (b)
slope of roof

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
linear
parabolic
constant curvature for all moments

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.414
1.18
1.67
1.81

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

transfer the load from the top flange to the bottom one
decrease the effective depth of web
prevent buckling of web
prevent excessive deflection

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

None of these
only tensile stresses
both (a) and (b)
only shear stresses

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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°
90°
30° to 40°
10° to 30°

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