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 300 mm 600 mm 500 mm 1000 mm 300 mm 600 mm 500 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is prohibited permitted between two parts of the lacing not prohibited permitted at start and end of lacing system only prohibited permitted between two parts of the lacing not prohibited permitted at start and end of lacing system only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 164 162 163 161 164 162 163 161 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral loads lateral and longitudinal loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by providing suitable stiffeners None of these increasing the web thickness increasing the length of the bearing plates providing suitable stiffeners None of these increasing the web thickness increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be 60mm 80mm 100mm 40mm 60mm 80mm 100mm 40mm ANSWER DOWNLOAD EXAMIANS APP
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