Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.88 D 0.78 D 0.68 D 0.5 D 0.88 D 0.78 D 0.68 D 0.5 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.33 d 1.5 d 1.75 d 1.25 d 1.33 d 1.5 d 1.75 d 1.25 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends both on the yield stress and ultimate stress of material only on the geometry of the section only on the ultimate stress of the material only on the yield stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the ultimate stress of the material only on the yield stress of the material ANSWER DOWNLOAD EXAMIANS APP
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 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing not prohibited prohibited permitted at start and end of lacing system only permitted between two parts of the lacing not prohibited prohibited permitted at start and end of lacing system only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as between 0.5 and 1.0 0.5 1.0 0 between 0.5 and 1.0 0.5 1.0 0 ANSWER DOWNLOAD EXAMIANS APP
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