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Design of Steel Structure

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

180
150
200
190

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Transfer load from top of end posts to bearings
Prevent the sides-way buckling of top chord
Stiffen the structure laterally
Keep the rectangular shape of the bridge cross-section

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing, shear and bending
bearing and shear
bearing and bending
bending and shear

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

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

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
105.5 MPa on net area
95.0 MPa on net area
105.5 MPa on gross area

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
horizontal stiffener at neutral axis
bearing stiffener
vertical intermediate stiffener

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