Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of bottom chord area heaviest axle load of engine effective span of bridge top chord area bottom chord area heaviest axle load of engine effective span of bridge top chord area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 160 mm 162 mm 161 mm 163 mm 160 mm 162 mm 161 mm 163 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.0 mm 2.5 mm 2.0 mm 1.5 mm 1.0 mm 2.5 mm 2.0 mm 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium condition only equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
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