Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate Fully by direct bearing Fully through fastenings 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing Fully through fastenings 50% by direct bearing and 50% through fastenings 75% by direct bearing and 25% through fastenings 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 1.5 mm 1.0 mm 2.0 mm 2.5 mm 1.5 mm 1.0 mm 2.0 mm 2.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness providing suitable stiffeners None of these increasing the length of the bearing plates increasing the web thickness providing suitable stiffeners None of these increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be: 8 mm 10 mm 6 mm 4.5 mm 8 mm 10 mm 6 mm 4.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 190 150 200 180 190 150 200 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is 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 permitted between two parts of the lacing not prohibited prohibited ANSWER DOWNLOAD EXAMIANS APP
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