Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 500 mm 300 mm 600 mm 1000 mm 500 mm 300 mm 600 mm 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 163 mm 161 mm 160 mm 162 mm 163 mm 161 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Box type section Any of these Channel section Angle section Box type section Any of these Channel section Angle section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against All of these shear buckling of web plate yielding compression buckling of web plate All of these shear buckling of web plate yielding compression buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
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