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Design of Steel Structure

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

1.414
1.18
1.81
1.67

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in h/t ratio
increase in h/t ratio
decrease in thickness
increase in height

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.75 d
1.33 d
1.25 d

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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)

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

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

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

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