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 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 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 163 mm 161 mm 162 mm 160 mm 163 mm 161 mm 162 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies mechanism and plastic moment conditions equilibrium condition only equilibrium and plastic moment conditions equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and plastic moment conditions equilibrium and mechanism conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following conditions is to be satisfied both in elastic and plastic analysis ? plastic moment condition mechanism condition equilibrium condition yield condition plastic moment condition mechanism condition equilibrium condition yield condition ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of heaviest axle load of engine bottom chord area top chord area effective span of bridge heaviest axle load of engine bottom chord area top chord area effective span of bridge ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/2 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 L/3 to L/2 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 ANSWER DOWNLOAD EXAMIANS APP
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